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	<updated>2026-05-15T13:11:15Z</updated>
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	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14816</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14816"/>
		<updated>2022-04-12T06:21:21Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Automated Discharge and Water Level Control]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
*# [[Design Software]]&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14815</id>
		<title>Design Software</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14815"/>
		<updated>2022-04-12T06:20:28Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Bemessungssoftware]]&lt;br /&gt;
Design software is used for a practical application of recommendations and computation methods for example from regulations and bulletins to waterways engineering and hydraulic engineering in inland areas. As a rule, design software combines theoretical and empirical approaches with the results of practical experience. Together with computing results for various loading scenarios, it intends to provide the user with a dimensioning proposal for his specific problem.&lt;br /&gt;
&lt;br /&gt;
==GBBSoft - Soft­ware zur Bemessung von Böschungs- und Sohlen­sicherungen an Binnen­wasser­straßen==&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware1.png|thumb|Picture 1: Start screen of the GBBSoft software]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware2.jpg|thumb|Picture 2: Results of designing bank protection measures using GBBSoft+]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware3.jpg|thumb|Picture 3: Decision tree for selecting technical-biological bank protection measures]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware4.jpg|thumb|Picture 4: Ship-induced loading, illustrated by a large motorized freight vessel passing close to the bank of the canal]]&lt;br /&gt;
&lt;br /&gt;
In 2008 GBBSoft was introduced in the WSV by means of a decision as a software to design bank and riverbed protection measures for inland waterways for application cases not covered by standard construction methods. The software is based on the BAW’s newsletter no. 87, “Principles for the Design of Bank and Bottom Protection for Inland Waterways” (GBB2004), which was first issued by the BAW in 2004 (Published in English as BAW newsletter no. 88 in 2005).An extensively revised version of GBB2004 was published in 2011 and is available on the BAW’s homepage as BAW Code of Practice GBB2010 (BAW 2011) (BAW Code of Practice GBB2010). The calculation methods and design concepts used in GBB2010 have been incorporated into the software, which was developed in order to shorten and simplify the process of applying GBB2010, particularly when searching for optimum solutions, and to prevent misunderstandings and computing errors when applying what, in some cases, are highly complex algorithms.&lt;br /&gt;
&lt;br /&gt;
Current statutory regulations (e.g. the European Water Framework Directive (EC-WFD 2000) and political framework conditions (e.g. those created by the government’s “Blue Ribbon Germany” scheme) encourage and call for measures for renaturing the areas around secondary waterways and for implementing biotope networks along the busy federal waterways. The aim is to enhance the environmental value of the waterways in order to, amongst other things, promote a greater structural diversity as well as biodiversity and the development of habitats that are closer to nature. Making greater use of technical-biological bank protection supports this aim.&lt;br /&gt;
&lt;br /&gt;
In response to this development, the software was given a significant functional upgrade and a new name – GBBSoft+ – in 2015 and 2016. As well as taking account of these latest statutory frameworks, GBBSoft+ also contains a variant generator to create multiple design scenarios simultaneously and enables the user to generate notional trapezoidal profiles from real-life transverse profiles.&lt;br /&gt;
&lt;br /&gt;
Technical-biological bank protection measures are incorporated into GBBSoft+ based on the factsheet DWA-M 519, which the German Association for Water, Wastewater and Waste’s “Technical-biological bank protection along major navigable inland waterways” working group published in 2016 (DWA 2016). This expansion of the software’s content allows users to work out design proposals for technical-biological bank protection measures clearly and without taking up an unreasonable amount of time.&lt;br /&gt;
&lt;br /&gt;
GBBSoft+ determines the hydraulic loads acting on embankments resulting from the primary and secondary wave field of typical inland navigation vessels (e.g. motorised freight vessels, pushed barge units, sport boats) in stationary movement parallel to the banks in a prismatic, trapezoidal cross-section through the waterway. This calculation task is called “Hydraulic calculation”.&lt;br /&gt;
&lt;br /&gt;
Loads acting on the beds and banks resulting from the propeller wash of the main drive and a bow thruster (propulsion-induced loads) can be calculated for manoeuvre situations at negligible vessel speed for any jet direction. This calculation task is called “Calculate propulsion”.&lt;br /&gt;
&lt;br /&gt;
Based on the ship-induced loads either a technical bank protection in accordance with GBB2010 or a technical-biological bank protection in accordance with DWA-M 519 will be designed.&lt;br /&gt;
&lt;br /&gt;
Technical bank protection is designed in two work steps. With the “hydraulic design”, GBBSoft+ calculates the requisite size and weight of an individual stone in loose rip-rap in order to avoid or at least extensively limit the surface erosion of the rip-rap stones and the movement of each stone near the surface. The subsequent “geotechnical design” is intended to ensure the necessary rip-rap thickness to guarantee local structural stability (preventing the bank from sliding along a failure surface running parallel and close to the surface of the bank and avoiding hydrodynamic soil displacement). Global structural stability is to be calculated separately outside GBBSoft+. Various rip-rap supports can be chosen to improve stability, such as an embedded toe or a toe blanket. For example, the depth of the embedded toe is varied automatically to make it easier for the user to ascertain the optimum rip-rap design. A geotechnical design can also be created without first doing any hydraulic calculations as the effects that are relevant from a geotechnical design perspective can also be entered manually (e.g. measured or empirical values).&lt;br /&gt;
&lt;br /&gt;
When designing technical-biological bank protection, GBBSoft+ first checks whether a bank protection is actually required based on technical criteria (erosion stability, requisite surface weight). The factsheet DWA-M 519 also defines bioengineering criteria, most of which are derived from experience gained with minor bodies of water with no shipping and used to assess the quality of measures (“recommended”, “recommended with reservations” and “not recommended”). These bioengineering criteria are stored in GBBSoft+ and, together with the technical criteria, form the basis for evaluating the usability and dimensioning of, to date, ten technical-biological bank protection measures. Examining environmental criteria (environmental effectiveness of a measure) is the responsibility of the user.&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14814</id>
		<title>Design Software</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14814"/>
		<updated>2022-04-12T06:19:44Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Bemessungssoftware]]&lt;br /&gt;
Design software is used for a practical application of recommendations and computation methods for example from regulations and bulletins to waterways engineering and hydraulic engineering in inland areas. As a rule, design software combines theoretical and empirical approaches with the results of practical experience. Together with computing results for various loading scenarios, it intends to provide the user with a dimensioning proposal for his specific problem.&lt;br /&gt;
&lt;br /&gt;
==GBBSoft - Soft­ware zur Bemessung von Böschungs- und Sohlen­sicherungen an Binnen­wasser­straßen==&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware1.png|thumb|Picture 1: Start screen of the GBBSoft software]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware2.jpg|thumb|Picture 2: Results of designing bank protection measures using GBBSoft+]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware3.jpg|thumb|Picture 3: Decision tree for selecting technical-biological bank protection measures]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware4.jpg|thumb|Picture 4: Ship-induced loading, illustrated by a large motorized freight vessel passing close to the bank of the canal]]&lt;br /&gt;
&lt;br /&gt;
In 2008 GBBSoft was introduced in the WSV by means of a decision as a software to design bank and riverbed protection measures for inland waterways for application cases not covered by standard construction methods. The software is based on the BAW’s newsletter no. 87, “Principles for the Design of Bank and Bottom Protection for Inland Waterways” (GBB2004), which was first issued by the BAW in 2004 (Published in English as BAW newsletter no. 88 in 2005).An extensively revised version of GBB2004 was published in 2011 and is available on the BAW’s homepage as BAW Code of Practice GBB2010 (BAW 2011) (BAW Code of Practice GBB2010). The calculation methods and design concepts used in GBB2010 have been incorporated into the software, which was developed in order to shorten and simplify the process of applying GBB2010, particularly when searching for optimum solutions, and to prevent misunderstandings and computing errors when applying what, in some cases, are highly complex algorithms.&lt;br /&gt;
&lt;br /&gt;
Current statutory regulations (e.g. the European Water Framework Directive (EC-WFD 2000) and political framework conditions (e.g. those created by the government’s “Blue Ribbon Germany” scheme) encourage and call for measures for renaturing the areas around secondary waterways and for implementing biotope networks along the busy federal waterways. The aim is to enhance the environmental value of the waterways in order to, amongst other things, promote a greater structural diversity as well as biodiversity and the development of habitats that are closer to nature. Making greater use of technical-biological bank protection supports this aim.&lt;br /&gt;
&lt;br /&gt;
In response to this development, the software was given a significant functional upgrade and a new name – GBBSoft+ – in 2015 and 2016. As well as taking account of these latest statutory frameworks, GBBSoft+ also contains a variant generator to create multiple design scenarios simultaneously and enables the user to generate notional trapezoidal profiles from real-life transverse profiles.&lt;br /&gt;
&lt;br /&gt;
Technical-biological bank protection measures are incorporated into GBBSoft+ based on the factsheet DWA-M 519, which the German Association for Water, Wastewater and Waste’s “Technical-biological bank protection along major navigable inland waterways” working group published in 2016 (DWA 2016). This expansion of the software’s content allows users to work out design proposals for technical-biological bank protection measures clearly and without taking up an unreasonable amount of time.&lt;br /&gt;
&lt;br /&gt;
GBBSoft+ determines the hydraulic loads acting on embankments resulting from the primary and secondary wave field of typical inland navigation vessels (e.g. motorised freight vessels, pushed barge units, sport boats) in stationary movement parallel to the banks in a prismatic, trapezoidal cross-section through the waterway. This calculation task is called “Hydraulic calculation”.&lt;br /&gt;
&lt;br /&gt;
Loads acting on the beds and banks resulting from the propeller wash of the main drive and a bow thruster (propulsion-induced loads) can be calculated for manoeuvre situations at negligible vessel speed for any jet direction. This calculation task is called “Calculate propulsion”.&lt;br /&gt;
&lt;br /&gt;
Based on the ship-induced loads either a technical bank protection in accordance with GBB2010 or a technical-biological bank protection in accordance with DWA-M 519 will be designed (see Fig. 1).&lt;br /&gt;
&lt;br /&gt;
Technical bank protection is designed in two work steps. With the “hydraulic design”, GBBSoft+ calculates the requisite size and weight of an individual stone in loose rip-rap in order to avoid or at least extensively limit the surface erosion of the rip-rap stones and the movement of each stone near the surface. The subsequent “geotechnical design” is intended to ensure the necessary rip-rap thickness to guarantee local structural stability (preventing the bank from sliding along a failure surface running parallel and close to the surface of the bank and avoiding hydrodynamic soil displacement). Global structural stability is to be calculated separately outside GBBSoft+. Various rip-rap supports can be chosen to improve stability, such as an embedded toe or a toe blanket. For example, the depth of the embedded toe is varied automatically to make it easier for the user to ascertain the optimum rip-rap design. A geotechnical design can also be created without first doing any hydraulic calculations as the effects that are relevant from a geotechnical design perspective can also be entered manually (e.g. measured or empirical values).&lt;br /&gt;
&lt;br /&gt;
When designing technical-biological bank protection, GBBSoft+ first checks whether a bank protection is actually required based on technical criteria (erosion stability, requisite surface weight) (see Fig. 2). The factsheet DWA-M 519 also defines bioengineering criteria, most of which are derived from experience gained with minor bodies of water with no shipping and used to assess the quality of measures (“recommended”, “recommended with reservations” and “not recommended”). These bioengineering criteria are stored in GBBSoft+ and, together with the technical criteria, form the basis for evaluating the usability and dimensioning of, to date, ten technical-biological bank protection measures. Examining environmental criteria (environmental effectiveness of a measure) is the responsibility of the user.&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14813</id>
		<title>Automated Discharge and Water Level Control</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14813"/>
		<updated>2022-04-12T06:19:21Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Automatisierte Abfluss- und Stauregelung]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung1.png|thumb|Picture 1: Implementation of a controller for the river mosel (example: weir Müden)]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung2.png|thumb|Picture 2: Schematic diagramm of a discharge and water level control]]&lt;br /&gt;
&lt;br /&gt;
Numerous rivers in Germany are impounded, primarily to improve conditions for shipping and also for generating energy. Efficient optimized operation of weirs, power stations and locks demands extensively automated operation. In this context, the BAW is currently involved in various barrages at the rivers Mosel, Neckar and Saar.&lt;br /&gt;
&lt;br /&gt;
Automated control of a barrage requires configuration of the parameters for the control system. An OW/Q controller, which combines water level control (OW) with inflow into the controlled system (Q), is state of the art in this field. The control technology parameters must be adapted to local conditions and, in particular, must ensure that the actuator &amp;quot;weir&amp;quot; is moved as little as possible. It is not possible to derive these parameters from the operation of a barrage; they must be provided in advance. The BAW solves this task by simulating hydraulics and control technology together on the MATLAB/SIMULINK development platform.&lt;br /&gt;
&lt;br /&gt;
For the hydraulic behaviour of the impoundment the unsteady flow modeling system CasControl is used, while the actuators weir and power station are mapped in the form of characteristic curves. The instrumentation, control and adjustment variables are networked together with the results obtained on site using control system and signal processing methods.&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Dynamics&amp;diff=14812</id>
		<title>Ship Dynamics</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Dynamics&amp;diff=14812"/>
		<updated>2022-04-12T06:19:05Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsdynamik]]&lt;br /&gt;
[[File: BAWiki_Schiffsdynamik_1.jpg|thumb|Picture 1: Investigations on ship dynamics of large vessels in approach channels]]&lt;br /&gt;
[[File: BAWiki_Schiffsdynamik_2.jpg|thumb|Picture 2: Highly developed measuring equipment to detect ship dynamics in scaled models]]&lt;br /&gt;
[[File: BAWiki_Schiffsdynamik_3.jpg|thumb|Picture 3: Head-on traffic in scaled model]]&lt;br /&gt;
[[File: BAWiki_Schiffsdynamik_4.jpg|thumb|Picture 4: Cumulative curve of the additional squat at head-on traffic in approach channels]]&lt;br /&gt;
[[File: BAWiki_Schiffsdynamik_5.jpg|thumb|Picture 5: Measurement of the ship dynamic in the approach channel of the tidal river Elbe]]&lt;br /&gt;
&lt;br /&gt;
The following text reduces the meaning of &amp;quot;dynamic behaviour&amp;quot; to the vertical movements of the ship (squat and trim) with the effects in terms of vessel size, ship speed and bed structures.&lt;br /&gt;
&lt;br /&gt;
Squat refers to the way the moving ship is lowered in the primary wave system generated by the ship itself. Trim is the way the ship turns around the pitch axis and is influenced among others by certain ship parameters and the ship speed. The purpose of the studies is to provide the WSV with the squat and trim parameters related to speed, water level and draught for determining the fairway depths for pending upgrading projects. The model studies are divided into three sub-projects:&lt;br /&gt;
&lt;br /&gt;
*Determining squat and trim together with ship-induced pressure and wave systems when travelling over a firm, level bed in laterally unrestricted shallow water&lt;br /&gt;
*Determining squat and trim together with ship-induced pressure and wave systems when travelling over a firm bed with dunes in laterally unrestricted shallow water&lt;br /&gt;
*Systematic studies for determining squat and trim together with ship-induced pressure and wave systems when passing through channels in laterally restricted shallow water.&lt;br /&gt;
&lt;br /&gt;
Selected results of the extensive test series are presented under the above numbers. Picture 1 gives and impression of the test facility and the size of the model ships.&lt;br /&gt;
&lt;br /&gt;
The results of the studies under 1 and 2 were published in March 2001 (Uliczka/Flügge, 2001) and in September and December 2001 (Flügge/Uliczka, 2001). Results of the studies under 3 were published in January 2004 (Uliczka/Kondziella/Flügge, 2004) and in 2006 (Uliczka/ Kondziella, 2006).&lt;br /&gt;
&lt;br /&gt;
The increasing sizes of seagoing ships and the navigability analyses that thus have to be done on tidal estuaries mean that the task of investigating the interaction between a seagoing ship and the tidal fairway has required, among other things, ongoing research into the dynamics of a ship as it passes approach channels in respect of the physical bases for the “tool” of ship handling simulation. This field of research has thus been enhanced with the addition of two sub-projects – the interaction between ship and bank (Bernoulli or bank effect) and that between two ships – together with the “vertical” dynamics of squat and trim (see above). As well as the parameters of ship-generated water level deflection and current, which have always been required, and the speed-dependent squat and trim, the sub-projects also determine the speed-dependent forces and torques acting laterally on the ship.&lt;br /&gt;
&lt;br /&gt;
*The „bank-effect“ sub-project determined the interaction between seagoing ships and various embankments by determining distance- and gradient-dependent transverse forces and yaw torques in a physical model test.&lt;br /&gt;
*The ongoing “ship/ship interaction” sub-project is working on calculating the speed-dependent transverse forces and yaw torques as well as the dynamic squat and trim when exceptionally large container ships meet depending on their clearance and draught and the water level. Both physical model tests(EFD: Experimental Fluid Dynamics) and hydrodynamic-numerical calculations (CFD: Computational Fluid Dynamics) are being undertaken.&lt;br /&gt;
*The ship-generated deflections in the water level (ship waves) and currents, which are to be determined at the same time as the other parameters, enable a complete picture to be painted of the physical processes occurring as the ships pass through the channel.&lt;br /&gt;
&lt;br /&gt;
The sub-projects mainly used and continue to use the hydraulic scale test method in accordance with the state of the art in order to detect ship dynamics data for the large vessels as well as to generate underlying data for the ship handling simulation and validation data for further developing hydrodynamic-numerical methods.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
==literature==&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K. und Flügge, G., Squat-Untersuchungen für sehr große Postpanmax-Containerschiffe, Tagungsband HTG-Sprechtag des FA Seeschifffahrtsstraßen, Hafen und Schiff, Hamburg, 27. März 2001&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Flügge, G. und Uliczka, K., Dynamisches Fahrverhalten und Wechselwirkungen mit der Fahrrinnensohle von sehr großen Containerschiffen unter extremen Flachwasserbedingungen, Tagungsband HTG-Kongress Häfen &amp;amp; Wasserstraßen, Hamburg, September 2001&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Flügge, G. und Uliczka, K., Dynamisches Fahrverhalten und Wechselwirkungen mit der Fahrrinnensohle von sehr großen Containerschiffen unter extremen Flachwasserbedingungen (mit weiteren Ergebnissen), HANSA 138. Jhrg. Dezember 2001&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K., Kondziella, B. und Flügge, G., Dynamisches Fahrverhalten sehr großer Containerschiffe in seitlich begrenztem extremen Flachwasser, HANSA 141. Jhrg. Januar 2004&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K. und Kondziella, B., Dynamic response of very large containerships in extremly shallow water, Proceedings of the 31st PIANC Congress, Estoril, Spanien, 2006&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K., Seeschiffe auf Seeschifffahrtsstraßen am Beispiel der Unter und Außenelbe. In: Hamburg – die Elbe und das Wasser sowie weitere wasserhistorische Beiträge. Schriften der DWhG Band 13, S. 97-112, Siegburg, 2009&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K., Kondziella, B., Research on ship dynamics on large containerships in confined fairways. International Conference on Ship Manoeuvring in Shallow and Confined Water – Bank-Effects - Antwerp. In: Conference Proceedings of RINA, Ghent University, FHR, RINA, London, 2009&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Briggs, M. J., Vantorre, M., Uliczka, K. und Debaillon, P., Prediction of Squat for Underkeel Clearance. In: Handbook of Coastal and Ocean Engineering, World Scientific Publishing Co. Pte. Ltd., Singapore, 2010&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K., Böttner, C-U. und Carstens, D., Head-on traffic at the approach channel to the Port of Hamburg. 3rd International Conference on Ship Manoeuvring in Shallow and Confined Water – Ships Behaviour in Locks - Ghent. In: Conference Proceedings of RINA, Ghent University, FHR, RINA London, 2013&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Uliczka, K., Wasserbauliche Modellversuche zur Wechselwirkung Seeschiff / Seeschifffahrtsstraße. In: 44. Internationales Wasserbau-Symposium Aachen 2014, RWTH Aachen, IWW, Achen, 2014&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Gourly, T.P., Ha, J.H., Mucha, P. und Uliczka, K., Sinkage and Trim of Modern Container Ships in Shallow Water. In: Proceedings, Australasian Coasts &amp;amp; Ports Conference 2015, Auckland, New Zealand, 2015&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
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back to [[Hydraulic Modelling]]&lt;br /&gt;
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[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship-generated_Loading&amp;diff=14811</id>
		<title>Ship-generated Loading</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship-generated_Loading&amp;diff=14811"/>
		<updated>2022-04-12T06:18:37Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
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&lt;div&gt;[[de:Schiffserzeugte Belastungen]]&lt;br /&gt;
&lt;br /&gt;
The change in draught- and speed-related ship-induced loading on the shipping routes entails a definition of the characteristic parameters (e.g. ship wave system, displacement current) and requires knowledge of the functional relationships (e.g. ship speed and vessel width, shipping channel conditions, passing clearance). Picture 1 shows a diagram of the ship wave system among others.&lt;br /&gt;
&lt;br /&gt;
Since the start of the new century, a large number of analytical and empirical methods have been developed for calculating the interaction of ship and waterway. Initial calculations with hydrodynamic-numerical models reveal deviations compared to the results of hydraulic scale models, so that these numerical models cannot yet be viewed as a confirmed scientific aid for determining upgrading-related changes to ship-induced loading in shipping channels. At the moment, it is only possible to make confirmed quantitative predictions of ship-induced loadings in inhomogeneous waterways by means of hydraulic model tests in a scientifically confirmed model scale (state-of-the-art engineering and science).&lt;br /&gt;
&lt;br /&gt;
In recent years, the BAW Hamburg office has looked at the issue of the interaction between seagoing ship and tidal fairways both with studies on hydraulic models and with field study measurements.&lt;br /&gt;
&lt;br /&gt;
==Definition of the Characteristic Parameters==&lt;br /&gt;
[[de:Definition der Kenngrößen]]&lt;br /&gt;
&lt;br /&gt;
[[File: Seb.Bild2.jpg|thumb|Picture 1: Parameters and Functional Dependencies]] &lt;br /&gt;
&lt;br /&gt;
A moving ship generates waves of different periods as a consequence of its displacement current causing pressure and water level changes at its bow, stern and alongside its hull. The following parameters describe the ship wave and current system, for example, for a ship moving in an estuary at subcritical speed (ship speed less than the phase speed of the prevailing waves):&lt;br /&gt;
* the bow pressure (&#039;&#039;&#039;s&amp;lt;sub&amp;gt;B&amp;lt;/sub&amp;gt;&#039;&#039;&#039;) directly at the hull,&lt;br /&gt;
* the water level depression (&#039;&#039;&#039;z&amp;lt;sub&amp;gt;A&amp;lt;/sub&amp;gt;&#039;&#039;&#039;) at the side of the ship,&lt;br /&gt;
* the stern wave (&#039;&#039;&#039;H&amp;lt;sub&amp;gt;P&amp;lt;/sub&amp;gt;&#039;&#039;&#039;) which is a part of the long period primary wave system,&lt;br /&gt;
* the secondary wave superimposed on the primary wave system (&#039;&#039;&#039;H&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;),&lt;br /&gt;
* velocity (&#039;&#039;&#039;v&amp;lt;sub&amp;gt;R&amp;lt;/sub&amp;gt;&#039;&#039;&#039;) of the simultaneously occurring return current.&lt;br /&gt;
&lt;br /&gt;
The water level changes for a depth- and width-limited waterway, as seen by an observer from the bank, are shown as a vertically exaggerated sideview in the above sketch.&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Functional Relationships==&lt;br /&gt;
[[de:Funktionelle Abhängigkeiten]]&lt;br /&gt;
&lt;br /&gt;
The parameters for the water level and current variations caused by a moving ship are a function of:&lt;br /&gt;
* ship velocity &#039;&#039;&#039;v&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039; and the passing distance &#039;&#039;&#039;L&#039;&#039;&#039;&lt;br /&gt;
* ship dimensions (length &#039;&#039;&#039;l&#039;&#039;&#039;, width &#039;&#039;&#039;b&#039;&#039;&#039;, draught &#039;&#039;&#039;t&#039;&#039;&#039;, submerged midship cross-section &#039;&#039;&#039;A&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;)&lt;br /&gt;
* total hydrodynamic resistance of the ship (ship form) in the canal &#039;&#039;&#039;R&amp;lt;sub&amp;gt;T,K&amp;lt;/sub&amp;gt;&#039;&#039;&#039;&lt;br /&gt;
* waterway conditions (water level &#039;&#039;&#039;B&#039;&#039;&#039; and bed width &#039;&#039;&#039;B&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;, water depth &#039;&#039;&#039;d&#039;&#039;&#039;, cross-section and area &#039;&#039;&#039;A&#039;&#039;&#039;, bank profile and slope &#039;&#039;&#039;1 : m&#039;&#039;&#039;)&lt;br /&gt;
* current conditions in the waterway&lt;br /&gt;
* other influences such as waterway bend, type of propulsion, water density.&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
The &#039;&#039;essential&#039;&#039; parameters for the ship induced loading for fairways have been shown to be:&lt;br /&gt;
* the ship velocity (&#039;&#039;&#039;v&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;)&lt;br /&gt;
* the passing distance (&#039;&#039;&#039;L&#039;&#039;&#039;) to the bank edge which defines the hydraulic partial cross-section (&#039;&#039;&#039;A&amp;lt;sub&amp;gt;T&amp;lt;/sub&amp;gt;&#039;&#039;&#039;)&lt;br /&gt;
* the water depth to draught ratio (&#039;&#039;&#039;d/t&#039;&#039;&#039;), and the cross-section ratio &#039;&#039;&#039;A&amp;lt;sub&amp;gt;T&amp;lt;/sub&amp;gt; / 0,5 A&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;.&lt;br /&gt;
&lt;br /&gt;
To illustrate more simply the physical processes occurring when a ship is moving in a waterway of varying non-uniform cross-section, one may think of the waterway cross-section as being divided into two parts &#039;&#039;&#039;A&amp;lt;sub&amp;gt;T1&amp;lt;/sub&amp;gt;&#039;&#039;&#039; and &#039;&#039;&#039;A&amp;lt;sub&amp;gt;T2&amp;lt;/sub&amp;gt;&#039;&#039;&#039;, through each of which half of the ship&#039;s displacement passes. Thus each bank experiences a qualitatively different ship induced loading as is determined by the partial cross-section ratios &#039;&#039;&#039;A&amp;lt;sub&amp;gt;T1&amp;lt;/sub&amp;gt; / 0,5 A&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039; and &#039;&#039;&#039;A&amp;lt;sub&amp;gt;T2&amp;lt;/sub&amp;gt; / 0,5 A&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&#039;&#039;&#039;.&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Analytical and Empirical Methods==&lt;br /&gt;
[[de:Analytische und empirische Ansätze]]&lt;br /&gt;
===Traditional Methods===&lt;br /&gt;
[[File: Seb.Bild3.jpg|thumb|Picture 1: spectrum of possible calculated results]]&lt;br /&gt;
&lt;br /&gt;
Whereas analytical derivations can be used for the calculation of the water level depression z&amp;lt;sub&amp;gt;A&amp;lt;/sub&amp;gt; (e.g. KREY, 1913; CONSTANTINE, 1960; BOUWMEESTER et al., 1977; FÜHRBÖTER, 1982), the calculation methods for determining the wave heights of ship waves, often aided by model studies and/or field measurements, are empirical (e.g., RÖMISCH, 1969). Though the short period secondary waves are taken into account by some of the empirical approaches, they are not known in detail as functions of the described parameters. This is because these secondary waves are generated as a function of ship speed and ship form and as a result of the different pressure distributions along the body of the ship.&lt;br /&gt;
&lt;br /&gt;
The following simplified relationships have been culled from the literature for the subcritical speed range (i.e., v&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt; &amp;lt; 0.9·[g·d]&amp;lt;sup&amp;gt;0.5&amp;lt;/sup&amp;gt;).This is the range used, for economical reasons, by merchant shipping:&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
* water level depression and wave height&amp;lt;br /&amp;gt;z&amp;lt;sub&amp;gt;A&amp;lt;/sub&amp;gt; proportional to v&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt;&amp;lt;sup&amp;gt;k&amp;lt;/sup&amp;gt;  with 2 &amp;lt; k &amp;lt; 3.5 &amp;lt;br /&amp;gt;z&amp;lt;sub&amp;gt;A&amp;lt;/sub&amp;gt; proportional to n&amp;lt;sup&amp;gt;k&amp;lt;/sup&amp;gt;  with -1.5 &amp;lt; k &amp;lt; -1&lt;br /&gt;
* return current velocity&amp;lt;br /&amp;gt;v&amp;lt;sub&amp;gt;R&amp;lt;/sub&amp;gt; proportional to v&amp;lt;sub&amp;gt;S&amp;lt;/sub&amp;gt; &amp;lt;br /&amp;gt;v&amp;lt;sub&amp;gt;R&amp;lt;/sub&amp;gt; proportional to n&amp;lt;sup&amp;gt;-1&amp;lt;/sup&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
The diagram (Picture 1) shows the spectrum of possible calculated results given the boundary conditions at a cross-section of the Lower Elbe compared to the measurement data won from a hydraulic model of the BAW-DH.&lt;br /&gt;
&lt;br /&gt;
Not only is the interaction between ship and waterway critical for forming a prognosis on ship induced loading in waterways with varying non-uniform cross-sections, but also the physical processes of wave spreading such as refraction and shoaling are critical and must be accounted for in the calculations (without parameterization).&lt;br /&gt;
&lt;br /&gt;
Traditional empirical and analytical approaches only allow for an inadequate estimation of the ship induced loading caused by sea-going merchant shipping on large fairways with varying non-uniform cross-sectional geometries, especially in tidal regions. Thus these approaches are inadequate for calculating the magnitude of future loading on waterways.&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
==Hydrodynamic Numerical Methods==&lt;br /&gt;
[[de:Hydrodynamisch-numerische Methoden]]&lt;br /&gt;
[[File: Seb.Bild4.jpg|thumb|Picture 1: Calculated water level change caused by a PANMAX container ship]] &lt;br /&gt;
&lt;br /&gt;
Through use of the presently available computer hardware and a new form of the BOUSSINESQ equation describing the spreading of shallow wind generated water waves (NWOGU, 1993)&amp;lt;ref&amp;gt;NWOGU, O., Alternative form of Boussinesq equation for nearshore wave propagation, J. of Waterway, Port, Coastel and Ocean Engineering, Vol. 119, No. 6, ASCE, USA, 1993&amp;lt;/ref&amp;gt;, it was possible to simulate ship waves in laterally and depth limited waterways where the wave effects of refraction, shoaling, diffraction, reflection and most recently also current refraction as well as squat and trim (albeit at subcritical speed to date) could be included. Extensive calculations using the WAKE2D numerical model of the National Research Council of Canada - Canadian Hydraulic Center ([http://www.nrc-cnrc.gc.ca/eng/ibp/chc.html NRC-CHC, 1997]) &amp;lt;ref&amp;gt;NRC-CHC, Numerical Model Study of Ship-Induced Waves und Currents in the Elbe Estuary, Controlled Technical Report, HYD.CTR-093 (unpublished), Ottawa, Canada, 1997&amp;lt;/ref&amp;gt;were commissioned by the BAW-DH as part of an investigation of the Lower Elbe river. The results of the WAKE2D calculations show that the amplitudes of the short period waves are estimated to be much higher than those measured in the physical model.&lt;br /&gt;
&lt;br /&gt;
Other theoretical numerical methods for modeling currents around ships such as FANKAN (Fluid-Automaten-Net for Canals for large blockage factor ships; PAGEL/FÜHRER, 1989)&amp;lt;ref&amp;gt;PAGEL, W. und FÜHRER, M., Umströmungs- und Widerstandsverhalten völliger Schiffe bei Kanalfahrt. Ergebnisse einer diskreten Modellierung und ihrer experimentellen Verifizierung, Mitteilungen der Forschungsanstalt für Schiffahrt, Wasser- und Grundbau, Schriftenreihe Heft 3, Berlin, 1989&amp;lt;/ref&amp;gt;are not so far developed that they accurately discretize hydrodynamically optimized ship forms (e.g., a bulb-bow) and thus falsify the dynamic loading of sea waterways.&lt;br /&gt;
&lt;br /&gt;
Preliminary results using another model called SHALLOWTANK (CHEN, 1998)&amp;lt;ref&amp;gt;CHEN, X.-N., Schiffswellenbildung über einer querveränderlichen Topographie, Abstracts - 19. Duisburger Kolloquium Schiffstechnik/ Meerestechnik, Das Schiff für überkritische Fahrt, Duisburg, 1998&amp;lt;/ref&amp;gt; (CHEN/ULICZKA, 1999)&amp;lt;ref&amp;gt;CHEN, X.-N. und ULICZKA, K., On Ships in Natural Waterways, Proceedings of Int. Conf. on Coastal Ships and Inland Waterways, The Royal Institution of Naval Architects, Feb. 1999, London 1999&amp;lt;/ref&amp;gt; show qualitative, and to a certain degree, quantitative agreement with the measurements of ship runs acquired in the physical model of the BAW-DH. The SHALLOWTANK model has already been used for calculating ship induced loading for trans- and supercritical ship speeds (CHEN, 1997)&amp;lt;ref&amp;gt;CHEN, X.-N., Theoretische Grundlagen der Wellenwiderstandseliminierung bei überkritischer Fahrt, besonders durch den Einsatz gekrümmter Katamarane, Proceedings - 18. Duisburger Kolloquium Schiffstechnik/Meerestechnik, Das Schiff in begrenzten Gewässern, Duisburg, 1997&amp;lt;/ref&amp;gt;. It is conceivable that this program could be applied for calculating ship induced loading of inhomogeneous waterways when the necessary verification calculations for a validation have been performed.&lt;br /&gt;
&lt;br /&gt;
The WAKE2D and SHALLOWTANK models are &amp;quot;state-of-research&amp;quot; but are still somewhat scientifically controversial tools for studying ship-sea waterway interaction.&lt;br /&gt;
&lt;br /&gt;
A reliable quantitative prognosis for ship induced loading of sea waterways can presently only be obtained using properly scaled physical models.&lt;br /&gt;
&lt;br /&gt;
== References ==&lt;br /&gt;
&amp;lt;references /&amp;gt;&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
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back to [[Hydraulic Modelling]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14810</id>
		<title>Hydraulic Modelling</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14810"/>
		<updated>2022-04-12T06:17:55Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Wasserbauliches Versuchswesen]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_1.jpg|thumb|Picture 1: The physical model of the gravel bank &amp;quot;Jungferngrund&amp;quot; is utilised in the framework of the project &amp;quot;Abladeoptimierung Mittelrhein, AOMR&amp;quot; (Optimisation of load draughts on the Middle Rhine) and a scale of 1:60]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_2.jpg|thumb|Picture 2: Filling system of a lock with a scale factor of 1:25]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_3.jpg|thumb|Picture 3: Measuring boot in a scaled model]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_4.jpg|thumb|Picture 4: Studies on the passability of fishways]]&lt;br /&gt;
&lt;br /&gt;
In the BAW, representational models are an important method for dealing with various different hydraulic issues relating to the federal waterways. For inland areas, the focus is on complex aspects of spatial current processes and the transport of solid particles, while the issues involved in coastal areas mainly refer to ship dynamic parameters in the context of the interaction between seagoing ships and tidal fairways with corresponding model analysis. Many of the data obtained in the laboratories are necessary for validation and on-going development of the numerical simulation models used in the BAW.&lt;br /&gt;
&lt;br /&gt;
Hydraulic modelling uses system models for principle tests as well as models as detailed reconstruction of river sections or building structures. The BAW has several testing facilities with modern infrastructure. In Karlsruhe for example, a surface area of about 4,500 m² is taken up with modern, fully automatic measurement bridges equipped with extensive photographic measurement systems for widespread recording of changing model geometries and current parameters. Five channels with widths from 0.80 m and 5.00 m and lengths from 20 and 78 m are available for hydraulic and morphological project and research work. A flexible lock test stand on a scale of 1:25 with transparent, movable chamber walls can be adapted to differing chamber widths and filling and draining systems; it is equipped with comprehensive measuring instruments, including a ship force measurement system for measuring the longitudinal and transverse forces of a model ship at the bow and stern.&lt;br /&gt;
&lt;br /&gt;
In Hamburg, the ship wave basin measuring 3,500 m² is used primarily to study the interaction of waterway and seagoing ship, for shallow water dynamic tests, as well as measuring the transverse forces and yaw torques. The studies are carried out with various ship models on a scale of 1:40 (the large dimensions of seagoing ships mean that this scale results in ship models measuring 5 to 10 m in length). The large peripheral channel measuring 200 m in length includes a test section 80 m long shaped as a straight rectangular channel to examine erosion and deposition of natural bed material under tidal current conditions with current velocities of up to 2 m/s.&lt;br /&gt;
&lt;br /&gt;
Click here to see an overview of the available technical equipment:&lt;br /&gt;
https://www.baw.de/EN/die_baw/technische_ausstattung/technische_ausstattung.html&lt;br /&gt;
&lt;br /&gt;
The commercially available measuring equipment and instrumentation systems used for hydraulic testing are supplemented with special devices and software solutions developed in the BAW. The laboratories are extensively automated and are efficient in operation.&lt;br /&gt;
&lt;br /&gt;
Many of the hydraulic modelling methods used in the BAW are described in detail in the following bulletin.&lt;br /&gt;
&lt;br /&gt;
* [[Ship-generated Loading]]&lt;br /&gt;
* [[Ship Dynamics]]&lt;br /&gt;
&lt;br /&gt;
==Literature==&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Bundesanstalt für Wasserbau 2007: Mitteilungen Nr. 90, Wasserbauliches Versuchswesen&#039;&#039;&lt;br /&gt;
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back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
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[[Overview]]&lt;/div&gt;</summary>
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	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14809</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14809"/>
		<updated>2022-04-12T06:17:38Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! style=&amp;quot;background-color:#FFFFFF;&amp;quot; | [[File:Methoden_Schiffsführungssimulation.jpg|thumb|450px|left]]   ||   style=&amp;quot;background-color:#FFFFFF;&amp;quot; |  [[File:Methoden_Schiffsfuehrungssimulation_Bild2a.jpg|thumb|300px|right]]&lt;br /&gt;
|}&lt;br /&gt;
&#039;&#039;Picture 1: Ship handling simulator at the BAW (right: Karlsruhe; left: Hamburg)&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
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back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
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[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Field_Study_Measurements&amp;diff=14808</id>
		<title>Field Study Measurements</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Field_Study_Measurements&amp;diff=14808"/>
		<updated>2022-04-12T06:17:21Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
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&lt;div&gt;[[de:Naturmessungen]]&lt;br /&gt;
[[File: Methoden_naturmessung_1.jpg|thumb|Picture 1: Measurement of ship induced load on the banks of the Kiel Canal]]&lt;br /&gt;
[[File: Methoden_naturmessung_2.jpg|thumb|Picture 2: Measurement of flow velocities in a groyne field during ship passing events]]&lt;br /&gt;
[[File: Methoden_naturmessung_3.jpg|thumb|Picture 3: Geodetic monitoring of Edersee dam]]&lt;br /&gt;
[[File: Methoden_naturmessung_4.jpg|thumb|Picture 4: Measurement of ship dynamics during the transfer of a yard newbuilding]]&lt;br /&gt;
[[File: Methoden_naturmessung_5.jpg|thumb|Picture 5: Deployment of an ADCP mooring in the German Bight]]&lt;br /&gt;
&lt;br /&gt;
Special field studies are carried out in order to obtain generally high quality data for calibration and validation of the implemented model and computation methods, thus enhancing their accuracy and forecasting ability. Field study measurements are used primarily to determine&lt;br /&gt;
&lt;br /&gt;
* special water-related physical processes in the inland waterways and sea port approaches including the German coast (hydraulic measurements, e.g. for the dynamics of turbulence and suspended particles)&lt;br /&gt;
* vessel navigational dynamic parameters when passing through channels (navigational dynamic measurements)&lt;br /&gt;
* hydraulic loading (water level, current, wind-waves, ship waves) of structures in and on the waterway&lt;br /&gt;
&lt;br /&gt;
with the results flowing directly into research and development and project work.&lt;br /&gt;
&lt;br /&gt;
Navigational dynamic measurements are used for rating the vessel dynamic parameters such as position and location, squat, trim, propeller speed and rudder angle. These are then used to derive among others the course axes, space requirement and position of the actual pivotal point. The measurement data are used to validate navigational dynamic model procedures; they are also needed as input data for special tests in the context of ship handling simulation at the ship handling simulator.&lt;br /&gt;
&lt;br /&gt;
Hydraulic measurements record characteristic physical processes pertaining to the waterway in high temporal and spatial resolution. Special combinations of standard sensors in innovative measurement concepts permit the use of ADCP, multi water sampler and multi-frequency echo sounder for measuring transport processes and the dynamics of suspended matter, in addition to conventional water level and current measurements. The data are used primarily for validation of hydro-dynamic numerical models in projects and research.&lt;br /&gt;
&lt;br /&gt;
The BAW operates its own measurement boat for corresponding studies on inland waterways.&lt;br /&gt;
&lt;br /&gt;
When passing through the channels, water crafts generate a system of short- and long-period fluctuation in the water level (ship waves) that reach the adjoining banks and induce loading on the existing bank structures, such as rip-rap. The magnitude of the ship-induced waves depends primarily on vessel size (submerged main section), speed through the water, distance to the bank and the cross-section geometry of the waterway itself. Additional factors from swell and surge are significant in coastal areas and have to be considered accordingly in the concept drawn up for specific field studies.&lt;br /&gt;
&lt;br /&gt;
* [[Field Study Measurements: Coastal Areas and Estuaries|Coastal Areas and Estuaries]]&lt;br /&gt;
&amp;lt;br /&amp;gt;&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14807</id>
		<title>Mathematical Methods</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14807"/>
		<updated>2022-04-12T06:17:01Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Mathematische Verfahren]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren.jpg|240px|thumb|Picture 1: Numerics]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren2.jpg|210px|thumb|Picture 2: Three-dimensional numerical calculation of the velocity distributions in a river bend.]]&lt;br /&gt;
&lt;br /&gt;
Mathematical methods can be used to obtain results about natural processes (simulation). They also permit predictions of natural developments and the impact of anthropogenic intervention in natural systems. The central [[Simulation Methods|simulation methods]] are supplemented by methods of data processing and grid generation ([[Pre- and Postprocessing|preprocessing]]), as well as visualizing and analysing the calculation results ([[Pre- and Postprocessing|postprocessing]]).&lt;br /&gt;
&lt;br /&gt;
Before using a mathematical method, the natural system has to be analysed with regard to the processes involved. With a view to the system in question, e.g. river or estuary, and the issue at stake, a choice has to be made in terms of the processes that the model has to consider (model functionality). This is the basis for formulating the conceptual model, usually in the form of ordinary or partial differential equations. As a rule, it is not possible to solve these exactly when natural systems are involved. Individual processes such as bed friction can only be considered in a simplified form (parameter configuration). In addition, the unknown variables (water level, current velocity etc.) can only be calculated at a finitely large number of places and dates (discretization). The fundamental equations and assumptions for discretization and parameter configuration lead to the algorithmic implementation of the model using numerical mathematical methods. This is then followed by software implementation that is verified using basic examples. The result is a mathematical method with limited validity that can be used for simulation of various site-specific models (river Rhine near Bingen, tidal Elbe, etc.) Different mathematical methods can be used at the BAW for a wide range of natural processes.&lt;br /&gt;
&lt;br /&gt;
Preprocessing entails generating initial and boundary values for the entire simulation period as well as the computation grid for the corresponding site-specific model. Later on, the consistent computational results of a simulation are compared with observation data (calibration, validation), visualized in graphic terms, turned into animations to clarify dynamic processes or subjected to further analysis for calculating characteristic parameters (e.g. high-tide, maximum current velocity) and their change (prediction).&lt;br /&gt;
&lt;br /&gt;
==Documentations==&lt;br /&gt;
&lt;br /&gt;
* [[BAW-Software Documentation| BAW software documentation]]&lt;br /&gt;
* [[Pre- and Postprocessing| pre- and postprocessing]]&lt;br /&gt;
* [[Simulation Methods| simulation methods]]&lt;br /&gt;
&lt;br /&gt;
==Validation Studies==&lt;br /&gt;
&lt;br /&gt;
* [[validation studies]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to: [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14806</id>
		<title>Design Software</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14806"/>
		<updated>2022-04-08T11:30:52Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Bemessungssoftware]]&lt;br /&gt;
Design software is used for a practical application of recommendations and computation methods for example from regulations and bulletins to waterways engineering and hydraulic engineering in inland areas. As a rule, design software combines theoretical and empirical approaches with the results of practical experience. Together with computing results for various loading scenarios, it intends to provide the user with a dimensioning proposal for his specific problem.&lt;br /&gt;
&lt;br /&gt;
==GBBSoft - Soft­ware zur Bemessung von Böschungs- und Sohlen­sicherungen an Binnen­wasser­straßen==&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware1.png|thumb|File 1: Start screen of the GBBSoft software]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware2.jpg|thumb|File 2: Results of designing bank protection measures using GBBSoft+]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware3.jpg|thumb|File 3: Decision tree for selecting technical-biological bank protection measures]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware4.jpg|thumb|File 4: Ship-induced loading, illustrated by a large motorized freight vessel passing close to the bank of the canal]]&lt;br /&gt;
&lt;br /&gt;
In 2008 GBBSoft was introduced in the WSV by means of a decision as a software to design bank and riverbed protection measures for inland waterways for application cases not covered by standard construction methods. The software is based on the BAW’s newsletter no. 87, “Principles for the Design of Bank and Bottom Protection for Inland Waterways” (GBB2004), which was first issued by the BAW in 2004 (Published in English as BAW newsletter no. 88 in 2005).An extensively revised version of GBB2004 was published in 2011 and is available on the BAW’s homepage as BAW Code of Practice GBB2010 (BAW 2011) (BAW Code of Practice GBB2010). The calculation methods and design concepts used in GBB2010 have been incorporated into the software, which was developed in order to shorten and simplify the process of applying GBB2010, particularly when searching for optimum solutions, and to prevent misunderstandings and computing errors when applying what, in some cases, are highly complex algorithms.&lt;br /&gt;
&lt;br /&gt;
Current statutory regulations (e.g. the European Water Framework Directive (EC-WFD 2000) and political framework conditions (e.g. those created by the government’s “Blue Ribbon Germany” scheme) encourage and call for measures for renaturing the areas around secondary waterways and for implementing biotope networks along the busy federal waterways. The aim is to enhance the environmental value of the waterways in order to, amongst other things, promote a greater structural diversity as well as biodiversity and the development of habitats that are closer to nature. Making greater use of technical-biological bank protection supports this aim.&lt;br /&gt;
&lt;br /&gt;
In response to this development, the software was given a significant functional upgrade and a new name – GBBSoft+ – in 2015 and 2016. As well as taking account of these latest statutory frameworks, GBBSoft+ also contains a variant generator to create multiple design scenarios simultaneously and enables the user to generate notional trapezoidal profiles from real-life transverse profiles.&lt;br /&gt;
&lt;br /&gt;
Technical-biological bank protection measures are incorporated into GBBSoft+ based on the factsheet DWA-M 519, which the German Association for Water, Wastewater and Waste’s “Technical-biological bank protection along major navigable inland waterways” working group published in 2016 (DWA 2016). This expansion of the software’s content allows users to work out design proposals for technical-biological bank protection measures clearly and without taking up an unreasonable amount of time.&lt;br /&gt;
&lt;br /&gt;
GBBSoft+ determines the hydraulic loads acting on embankments resulting from the primary and secondary wave field of typical inland navigation vessels (e.g. motorised freight vessels, pushed barge units, sport boats) in stationary movement parallel to the banks in a prismatic, trapezoidal cross-section through the waterway. This calculation task is called “Hydraulic calculation”.&lt;br /&gt;
&lt;br /&gt;
Loads acting on the beds and banks resulting from the propeller wash of the main drive and a bow thruster (propulsion-induced loads) can be calculated for manoeuvre situations at negligible vessel speed for any jet direction. This calculation task is called “Calculate propulsion”.&lt;br /&gt;
&lt;br /&gt;
Based on the ship-induced loads either a technical bank protection in accordance with GBB2010 or a technical-biological bank protection in accordance with DWA-M 519 will be designed (see Fig. 1).&lt;br /&gt;
&lt;br /&gt;
Technical bank protection is designed in two work steps. With the “hydraulic design”, GBBSoft+ calculates the requisite size and weight of an individual stone in loose rip-rap in order to avoid or at least extensively limit the surface erosion of the rip-rap stones and the movement of each stone near the surface. The subsequent “geotechnical design” is intended to ensure the necessary rip-rap thickness to guarantee local structural stability (preventing the bank from sliding along a failure surface running parallel and close to the surface of the bank and avoiding hydrodynamic soil displacement). Global structural stability is to be calculated separately outside GBBSoft+. Various rip-rap supports can be chosen to improve stability, such as an embedded toe or a toe blanket. For example, the depth of the embedded toe is varied automatically to make it easier for the user to ascertain the optimum rip-rap design. A geotechnical design can also be created without first doing any hydraulic calculations as the effects that are relevant from a geotechnical design perspective can also be entered manually (e.g. measured or empirical values).&lt;br /&gt;
&lt;br /&gt;
When designing technical-biological bank protection, GBBSoft+ first checks whether a bank protection is actually required based on technical criteria (erosion stability, requisite surface weight) (see Fig. 2). The factsheet DWA-M 519 also defines bioengineering criteria, most of which are derived from experience gained with minor bodies of water with no shipping and used to assess the quality of measures (“recommended”, “recommended with reservations” and “not recommended”). These bioengineering criteria are stored in GBBSoft+ and, together with the technical criteria, form the basis for evaluating the usability and dimensioning of, to date, ten technical-biological bank protection measures. Examining environmental criteria (environmental effectiveness of a measure) is the responsibility of the user.&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14805</id>
		<title>Automated Discharge and Water Level Control</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14805"/>
		<updated>2022-04-08T11:30:41Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Automatisierte Abfluss- und Stauregelung]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung1.png|thumb|File 1: Implementation of a controller for the river mosel (example: weir Müden)]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung2.png|thumb|Bild 2: Schematic diagramm of a discharge and water level control]]&lt;br /&gt;
&lt;br /&gt;
Numerous rivers in Germany are impounded, primarily to improve conditions for shipping and also for generating energy. Efficient optimized operation of weirs, power stations and locks demands extensively automated operation. In this context, the BAW is currently involved in various barrages at the rivers Mosel, Neckar and Saar.&lt;br /&gt;
&lt;br /&gt;
Automated control of a barrage requires configuration of the parameters for the control system. An OW/Q controller, which combines water level control (OW) with inflow into the controlled system (Q), is state of the art in this field. The control technology parameters must be adapted to local conditions and, in particular, must ensure that the actuator &amp;quot;weir&amp;quot; is moved as little as possible. It is not possible to derive these parameters from the operation of a barrage; they must be provided in advance. The BAW solves this task by simulating hydraulics and control technology together on the MATLAB/SIMULINK development platform.&lt;br /&gt;
&lt;br /&gt;
For the hydraulic behaviour of the impoundment the unsteady flow modeling system CasControl is used, while the actuators weir and power station are mapped in the form of characteristic curves. The instrumentation, control and adjustment variables are networked together with the results obtained on site using control system and signal processing methods.&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14804</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14804"/>
		<updated>2022-04-08T11:28:18Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Automated Discharge and Water Level Control]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
*# [[Design Software]]&lt;br /&gt;
*# Weir Constructions&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14803</id>
		<title>Design Software</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Design_Software&amp;diff=14803"/>
		<updated>2022-04-08T11:27:39Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: Created page with &amp;quot;de:Bemessungssoftware Design software is used for a practical application of recommendations and computation methods for example from regulations and bulletins to waterway...&amp;quot;&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Bemessungssoftware]]&lt;br /&gt;
Design software is used for a practical application of recommendations and computation methods for example from regulations and bulletins to waterways engineering and hydraulic engineering in inland areas. As a rule, design software combines theoretical and empirical approaches with the results of practical experience. Together with computing results for various loading scenarios, it intends to provide the user with a dimensioning proposal for his specific problem.&lt;br /&gt;
&lt;br /&gt;
==GBBSoft - Soft­ware zur Bemessung von Böschungs- und Sohlen­sicherungen an Binnen­wasser­straßen==&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware1.png|thumb|File 1: Start screen of the GBBSoft software]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware2.jpg|thumb|File 2: Results of designing bank protection measures using GBBSoft+]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware3.jpg|thumb|File 3: Decision tree for selecting technical-biological bank protection measures]]&lt;br /&gt;
[[File: BAWiki_Bemessungssoftware4.jpg|thumb|File 4: Ship-induced loading, illustrated by a large motorized freight vessel passing close to the bank of the canal]]&lt;br /&gt;
&lt;br /&gt;
In 2008 GBBSoft was introduced in the WSV by means of a decision as a software to design bank and riverbed protection measures for inland waterways for application cases not covered by standard construction methods. The software is based on the BAW’s newsletter no. 87, “Principles for the Design of Bank and Bottom Protection for Inland Waterways” (GBB2004), which was first issued by the BAW in 2004 (Published in English as BAW newsletter no. 88 in 2005).An extensively revised version of GBB2004 was published in 2011 and is available on the BAW’s homepage as BAW Code of Practice GBB2010 (BAW 2011) (BAW Code of Practice GBB2010). The calculation methods and design concepts used in GBB2010 have been incorporated into the software, which was developed in order to shorten and simplify the process of applying GBB2010, particularly when searching for optimum solutions, and to prevent misunderstandings and computing errors when applying what, in some cases, are highly complex algorithms.&lt;br /&gt;
&lt;br /&gt;
Current statutory regulations (e.g. the European Water Framework Directive (EC-WFD 2000) and political framework conditions (e.g. those created by the government’s “Blue Ribbon Germany” scheme) encourage and call for measures for renaturing the areas around secondary waterways and for implementing biotope networks along the busy federal waterways. The aim is to enhance the environmental value of the waterways in order to, amongst other things, promote a greater structural diversity as well as biodiversity and the development of habitats that are closer to nature. Making greater use of technical-biological bank protection supports this aim.&lt;br /&gt;
&lt;br /&gt;
In response to this development, the software was given a significant functional upgrade and a new name – GBBSoft+ – in 2015 and 2016. As well as taking account of these latest statutory frameworks, GBBSoft+ also contains a variant generator to create multiple design scenarios simultaneously and enables the user to generate notional trapezoidal profiles from real-life transverse profiles.&lt;br /&gt;
&lt;br /&gt;
Technical-biological bank protection measures are incorporated into GBBSoft+ based on the factsheet DWA-M 519, which the German Association for Water, Wastewater and Waste’s “Technical-biological bank protection along major navigable inland waterways” working group published in 2016 (DWA 2016). This expansion of the software’s content allows users to work out design proposals for technical-biological bank protection measures clearly and without taking up an unreasonable amount of time.&lt;br /&gt;
&lt;br /&gt;
GBBSoft+ determines the hydraulic loads acting on embankments resulting from the primary and secondary wave field of typical inland navigation vessels (e.g. motorised freight vessels, pushed barge units, sport boats) in stationary movement parallel to the banks in a prismatic, trapezoidal cross-section through the waterway. This calculation task is called “Hydraulic calculation”.&lt;br /&gt;
&lt;br /&gt;
Loads acting on the beds and banks resulting from the propeller wash of the main drive and a bow thruster (propulsion-induced loads) can be calculated for manoeuvre situations at negligible vessel speed for any jet direction. This calculation task is called “Calculate propulsion”.&lt;br /&gt;
&lt;br /&gt;
Based on the ship-induced loads either a technical bank protection in accordance with GBB2010 or a technical-biological bank protection in accordance with DWA-M 519 will be designed (see Fig. 1).&lt;br /&gt;
&lt;br /&gt;
Technical bank protection is designed in two work steps. With the “hydraulic design”, GBBSoft+ calculates the requisite size and weight of an individual stone in loose rip-rap in order to avoid or at least extensively limit the surface erosion of the rip-rap stones and the movement of each stone near the surface. The subsequent “geotechnical design” is intended to ensure the necessary rip-rap thickness to guarantee local structural stability (preventing the bank from sliding along a failure surface running parallel and close to the surface of the bank and avoiding hydrodynamic soil displacement). Global structural stability is to be calculated separately outside GBBSoft+. Various rip-rap supports can be chosen to improve stability, such as an embedded toe or a toe blanket. For example, the depth of the embedded toe is varied automatically to make it easier for the user to ascertain the optimum rip-rap design. A geotechnical design can also be created without first doing any hydraulic calculations as the effects that are relevant from a geotechnical design perspective can also be entered manually (e.g. measured or empirical values).&lt;br /&gt;
&lt;br /&gt;
When designing technical-biological bank protection, GBBSoft+ first checks whether a bank protection is actually required based on technical criteria (erosion stability, requisite surface weight) (see Fig. 2). The factsheet DWA-M 519 also defines bioengineering criteria, most of which are derived from experience gained with minor bodies of water with no shipping and used to assess the quality of measures (“recommended”, “recommended with reservations” and “not recommended”). These bioengineering criteria are stored in GBBSoft+ and, together with the technical criteria, form the basis for evaluating the usability and dimensioning of, to date, ten technical-biological bank protection measures. Examining environmental criteria (environmental effectiveness of a measure) is the responsibility of the user.&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware4.jpg&amp;diff=14802</id>
		<title>File:BAWiki Bemessungssoftware4.jpg</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware4.jpg&amp;diff=14802"/>
		<updated>2022-04-08T11:25:58Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware3.jpg&amp;diff=14801</id>
		<title>File:BAWiki Bemessungssoftware3.jpg</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware3.jpg&amp;diff=14801"/>
		<updated>2022-04-08T11:25:44Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware2.jpg&amp;diff=14800</id>
		<title>File:BAWiki Bemessungssoftware2.jpg</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware2.jpg&amp;diff=14800"/>
		<updated>2022-04-08T11:25:27Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware1.png&amp;diff=14799</id>
		<title>File:BAWiki Bemessungssoftware1.png</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Bemessungssoftware1.png&amp;diff=14799"/>
		<updated>2022-04-08T11:25:06Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14798</id>
		<title>Automated Discharge and Water Level Control</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Automated_Discharge_and_Water_Level_Control&amp;diff=14798"/>
		<updated>2022-04-08T11:14:32Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: Created page with &amp;quot;de:Automatisierte Abfluss- und Stauregelung File 1: Implementation of a controller for the river mosel (example: weir Müden)...&amp;quot;&lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Automatisierte Abfluss- und Stauregelung]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung1.png|thumb|File 1: Implementation of a controller for the river mosel (example: weir Müden)]]&lt;br /&gt;
[[File: BAWiki_Stauzielregelung2.png|thumb|Bild 2: Schematic diagramm of a discharge and water level control]]&lt;br /&gt;
&lt;br /&gt;
Numerous rivers in Germany are impounded, primarily to improve conditions for shipping and also for generating energy. Efficient optimized operation of weirs, power stations and locks demands extensively automated operation. In this context, the BAW is currently involved in various barrages at the rivers Mosel, Neckar and Saar.&lt;br /&gt;
&lt;br /&gt;
Automated control of a barrage requires configuration of the parameters for the control system. An OW/Q controller, which combines water level control (OW) with inflow into the controlled system (Q), is state of the art in this field. The control technology parameters must be adapted to local conditions and, in particular, must ensure that the actuator &amp;quot;weir&amp;quot; is moved as little as possible. It is not possible to derive these parameters from the operation of a barrage; they must be provided in advance. The BAW solves this task by simulating hydraulics and control technology together on the MATLAB/SIMULINK development platform.&lt;br /&gt;
&lt;br /&gt;
For the hydraulic behaviour of the impoundment the unsteady flow modeling system CasControl is used, while the actuators weir and power station are mapped in the form of characteristic curves. The instrumentation, control and adjustment variables are networked together with the results obtained on site using control system and signal processing methods.&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Stauzielregelung2.png&amp;diff=14797</id>
		<title>File:BAWiki Stauzielregelung2.png</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Stauzielregelung2.png&amp;diff=14797"/>
		<updated>2022-04-08T11:14:02Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:BAWiki_Stauzielregelung1.png&amp;diff=14796</id>
		<title>File:BAWiki Stauzielregelung1.png</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:BAWiki_Stauzielregelung1.png&amp;diff=14796"/>
		<updated>2022-04-08T11:13:51Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14795</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14795"/>
		<updated>2022-04-08T11:11:38Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Automated Discharge and Water Level Control]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
*# Weir Constructions&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14794</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14794"/>
		<updated>2022-04-08T11:03:38Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
*# Weir Constructions&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14793</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14793"/>
		<updated>2022-04-08T11:03:24Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
*# Weir Constructions&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14792</id>
		<title>Main Page</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Main_Page&amp;diff=14792"/>
		<updated>2022-04-08T11:03:09Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;==BAWiki==&lt;br /&gt;
&lt;br /&gt;
* [[Hydraulic Engineering Methods]]&lt;br /&gt;
*# [[Mathematical Methods]]&lt;br /&gt;
*# [[Field Study Measurements]]&lt;br /&gt;
*# [[Ship Handling Simulation]]&lt;br /&gt;
*# [[Hydraulic Modelling]]&lt;br /&gt;
*# [[Ecological Connectivity]]&lt;br /&gt;
*# Weir Constructions&lt;br /&gt;
*# [[Tidal Dynamics of Estuaries]]&lt;br /&gt;
&lt;br /&gt;
* [[Structural Engineering Methods]]&lt;br /&gt;
*# [[Alkali Reactivity of Aggregates and Concretes]]&lt;br /&gt;
*# [[Analysis and Testing of Construction and Coating Materials]]&lt;br /&gt;
*# [[Durability tests for rebar corrosion]]&lt;br /&gt;
*# [[Assessing the Freeze-Thaw Resistance of Concrete]]&lt;br /&gt;
*# [[Development of Hydration Heat in Concrete]]&lt;br /&gt;
*# [[Corrosion protection tests (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Nonlinear structural engineering analysis (NiTrA)]]&lt;br /&gt;
*# [[Protecting offshore wind turbines against corrosion]]&lt;br /&gt;
*# [[Non-linear probabilistic calculations]]&lt;br /&gt;
*# [[Shear strength of concrete and masonry]]&lt;br /&gt;
*# [[Assessing the load-bearing capacity of closures on existing hydraulic steel structures (steel structures and corrosion protection)]]&lt;br /&gt;
*# [[Evaluating the condition of solid structures]]&lt;br /&gt;
*# [[Condition forecast]]&lt;br /&gt;
&lt;br /&gt;
* [[Geotechnical Engineering Methods]]&lt;br /&gt;
*# [[Geotechnical laboratory testing]]&lt;br /&gt;
*# [[Geotechnical field tests]]&lt;br /&gt;
*# [[Geotechnical measurements]]&lt;br /&gt;
*# [[Analytical methods]]&lt;br /&gt;
*# [[Numerical Methods]]&lt;br /&gt;
&lt;br /&gt;
* BAWiki: [[Overview|Quick Access]] to all topics&lt;br /&gt;
* BAWiki: Access according to [[Special:Categories|Categories]]&lt;br /&gt;
* BAWiki: [[:Category:Glossary|Glossary]]&lt;br /&gt;
[[de:Hauptseite]]&lt;br /&gt;
&lt;br /&gt;
----&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14791</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14791"/>
		<updated>2022-04-08T11:02:00Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! style=&amp;quot;background-color:#FFFFFF;&amp;quot; | [[File:Methoden_Schiffsführungssimulation.jpg|thumb|450px|left]]   ||   style=&amp;quot;background-color:#FFFFFF;&amp;quot; |  [[File:Methoden_Schiffsfuehrungssimulation_Bild2a.jpg|thumb|300px|right]]&lt;br /&gt;
|}&lt;br /&gt;
&#039;&#039;File 1: Ship handling simulator at the BAW (right: Karlsruhe; left: Hamburg)&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14790</id>
		<title>Mathematical Methods</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14790"/>
		<updated>2022-04-08T11:01:01Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Mathematische Verfahren]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren.jpg|240px|thumb|File 1: Numerics]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren2.jpg|210px|thumb|File 2: Three-dimensional numerical calculation of the velocity distributions in a river bend.]]&lt;br /&gt;
&lt;br /&gt;
Mathematical methods can be used to obtain results about natural processes (simulation). They also permit predictions of natural developments and the impact of anthropogenic intervention in natural systems. The central [[Simulation Methods|simulation methods]] are supplemented by methods of data processing and grid generation ([[Pre- and Postprocessing|preprocessing]]), as well as visualizing and analysing the calculation results ([[Pre- and Postprocessing|postprocessing]]).&lt;br /&gt;
&lt;br /&gt;
Before using a mathematical method, the natural system has to be analysed with regard to the processes involved. With a view to the system in question, e.g. river or estuary, and the issue at stake, a choice has to be made in terms of the processes that the model has to consider (model functionality). This is the basis for formulating the conceptual model, usually in the form of ordinary or partial differential equations. As a rule, it is not possible to solve these exactly when natural systems are involved. Individual processes such as bed friction can only be considered in a simplified form (parameter configuration). In addition, the unknown variables (water level, current velocity etc.) can only be calculated at a finitely large number of places and dates (discretization). The fundamental equations and assumptions for discretization and parameter configuration lead to the algorithmic implementation of the model using numerical mathematical methods. This is then followed by software implementation that is verified using basic examples. The result is a mathematical method with limited validity that can be used for simulation of various site-specific models (river Rhine near Bingen, tidal Elbe, etc.) Different mathematical methods can be used at the BAW for a wide range of natural processes.&lt;br /&gt;
&lt;br /&gt;
Preprocessing entails generating initial and boundary values for the entire simulation period as well as the computation grid for the corresponding site-specific model. Later on, the consistent computational results of a simulation are compared with observation data (calibration, validation), visualized in graphic terms, turned into animations to clarify dynamic processes or subjected to further analysis for calculating characteristic parameters (e.g. high-tide, maximum current velocity) and their change (prediction).&lt;br /&gt;
&lt;br /&gt;
==Documentations==&lt;br /&gt;
&lt;br /&gt;
* [[BAW-Software Documentation| BAW software documentation]]&lt;br /&gt;
* [[Pre- and Postprocessing| pre- and postprocessing]]&lt;br /&gt;
* [[Simulation Methods| simulation methods]]&lt;br /&gt;
&lt;br /&gt;
==Validation Studies==&lt;br /&gt;
&lt;br /&gt;
* [[validation studies]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to: [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14789</id>
		<title>Mathematical Methods</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14789"/>
		<updated>2022-04-08T10:42:06Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Mathematische Verfahren]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren.jpg|240px|thumb|Numerics]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren2.jpg|210px|thumb|Three-dimensional numerical calculation of the velocity distributions in a river bend.]]&lt;br /&gt;
&lt;br /&gt;
Mathematical methods can be used to obtain results about natural processes (simulation). They also permit predictions of natural developments and the impact of anthropogenic intervention in natural systems. The central [[Simulation Methods|simulation methods]] are supplemented by methods of data processing and grid generation ([[Pre- and Postprocessing|preprocessing]]), as well as visualizing and analysing the calculation results ([[Pre- and Postprocessing|postprocessing]]).&lt;br /&gt;
&lt;br /&gt;
Before using a mathematical method, the natural system has to be analysed with regard to the processes involved. With a view to the system in question, e.g. river or estuary, and the issue at stake, a choice has to be made in terms of the processes that the model has to consider (model functionality). This is the basis for formulating the conceptual model, usually in the form of ordinary or partial differential equations. As a rule, it is not possible to solve these exactly when natural systems are involved. Individual processes such as bed friction can only be considered in a simplified form (parameter configuration). In addition, the unknown variables (water level, current velocity etc.) can only be calculated at a finitely large number of places and dates (discretization). The fundamental equations and assumptions for discretization and parameter configuration lead to the algorithmic implementation of the model using numerical mathematical methods. This is then followed by software implementation that is verified using basic examples. The result is a mathematical method with limited validity that can be used for simulation of various site-specific models (river Rhine near Bingen, tidal Elbe, etc.) Different mathematical methods can be used at the BAW for a wide range of natural processes.&lt;br /&gt;
&lt;br /&gt;
Preprocessing entails generating initial and boundary values for the entire simulation period as well as the computation grid for the corresponding site-specific model. Later on, the consistent computational results of a simulation are compared with observation data (calibration, validation), visualized in graphic terms, turned into animations to clarify dynamic processes or subjected to further analysis for calculating characteristic parameters (e.g. high-tide, maximum current velocity) and their change (prediction).&lt;br /&gt;
&lt;br /&gt;
==Documentations==&lt;br /&gt;
&lt;br /&gt;
* [[BAW-Software Documentation| BAW software documentation]]&lt;br /&gt;
* [[Pre- and Postprocessing| pre- and postprocessing]]&lt;br /&gt;
* [[Simulation Methods| simulation methods]]&lt;br /&gt;
&lt;br /&gt;
==Validation Studies==&lt;br /&gt;
&lt;br /&gt;
* [[validation studies]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to: [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14788</id>
		<title>Mathematical Methods</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14788"/>
		<updated>2022-04-08T10:41:22Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Mathematische Verfahren]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren.jpg|thumb|Numerics]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren2.jpg|240px|thumb|Three-dimensional numerical calculation of the velocity distributions in a river bend.]]&lt;br /&gt;
&lt;br /&gt;
Mathematical methods can be used to obtain results about natural processes (simulation). They also permit predictions of natural developments and the impact of anthropogenic intervention in natural systems. The central [[Simulation Methods|simulation methods]] are supplemented by methods of data processing and grid generation ([[Pre- and Postprocessing|preprocessing]]), as well as visualizing and analysing the calculation results ([[Pre- and Postprocessing|postprocessing]]).&lt;br /&gt;
&lt;br /&gt;
Before using a mathematical method, the natural system has to be analysed with regard to the processes involved. With a view to the system in question, e.g. river or estuary, and the issue at stake, a choice has to be made in terms of the processes that the model has to consider (model functionality). This is the basis for formulating the conceptual model, usually in the form of ordinary or partial differential equations. As a rule, it is not possible to solve these exactly when natural systems are involved. Individual processes such as bed friction can only be considered in a simplified form (parameter configuration). In addition, the unknown variables (water level, current velocity etc.) can only be calculated at a finitely large number of places and dates (discretization). The fundamental equations and assumptions for discretization and parameter configuration lead to the algorithmic implementation of the model using numerical mathematical methods. This is then followed by software implementation that is verified using basic examples. The result is a mathematical method with limited validity that can be used for simulation of various site-specific models (river Rhine near Bingen, tidal Elbe, etc.) Different mathematical methods can be used at the BAW for a wide range of natural processes.&lt;br /&gt;
&lt;br /&gt;
Preprocessing entails generating initial and boundary values for the entire simulation period as well as the computation grid for the corresponding site-specific model. Later on, the consistent computational results of a simulation are compared with observation data (calibration, validation), visualized in graphic terms, turned into animations to clarify dynamic processes or subjected to further analysis for calculating characteristic parameters (e.g. high-tide, maximum current velocity) and their change (prediction).&lt;br /&gt;
&lt;br /&gt;
==Documentations==&lt;br /&gt;
&lt;br /&gt;
* [[BAW-Software Documentation| BAW software documentation]]&lt;br /&gt;
* [[Pre- and Postprocessing| pre- and postprocessing]]&lt;br /&gt;
* [[Simulation Methods| simulation methods]]&lt;br /&gt;
&lt;br /&gt;
==Validation Studies==&lt;br /&gt;
&lt;br /&gt;
* [[validation studies]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to: [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14787</id>
		<title>Mathematical Methods</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Mathematical_Methods&amp;diff=14787"/>
		<updated>2022-04-08T10:40:48Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Mathematische Verfahren]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren.jpg|thumb|Picture 1: Numerics]]&lt;br /&gt;
[[File: Methoden_mathematische_Verfahren2.jpg|240px|thumb|Picture 2: Three-dimensional numerical calculation of the velocity distributions in a river bend.]]&lt;br /&gt;
&lt;br /&gt;
Mathematical methods can be used to obtain results about natural processes (simulation). They also permit predictions of natural developments and the impact of anthropogenic intervention in natural systems. The central [[Simulation Methods|simulation methods]] are supplemented by methods of data processing and grid generation ([[Pre- and Postprocessing|preprocessing]]), as well as visualizing and analysing the calculation results ([[Pre- and Postprocessing|postprocessing]]).&lt;br /&gt;
&lt;br /&gt;
Before using a mathematical method, the natural system has to be analysed with regard to the processes involved. With a view to the system in question, e.g. river or estuary, and the issue at stake, a choice has to be made in terms of the processes that the model has to consider (model functionality). This is the basis for formulating the conceptual model, usually in the form of ordinary or partial differential equations. As a rule, it is not possible to solve these exactly when natural systems are involved. Individual processes such as bed friction can only be considered in a simplified form (parameter configuration). In addition, the unknown variables (water level, current velocity etc.) can only be calculated at a finitely large number of places and dates (discretization). The fundamental equations and assumptions for discretization and parameter configuration lead to the algorithmic implementation of the model using numerical mathematical methods. This is then followed by software implementation that is verified using basic examples. The result is a mathematical method with limited validity that can be used for simulation of various site-specific models (river Rhine near Bingen, tidal Elbe, etc.) Different mathematical methods can be used at the BAW for a wide range of natural processes.&lt;br /&gt;
&lt;br /&gt;
Preprocessing entails generating initial and boundary values for the entire simulation period as well as the computation grid for the corresponding site-specific model. Later on, the consistent computational results of a simulation are compared with observation data (calibration, validation), visualized in graphic terms, turned into animations to clarify dynamic processes or subjected to further analysis for calculating characteristic parameters (e.g. high-tide, maximum current velocity) and their change (prediction).&lt;br /&gt;
&lt;br /&gt;
==Documentations==&lt;br /&gt;
&lt;br /&gt;
* [[BAW-Software Documentation| BAW software documentation]]&lt;br /&gt;
* [[Pre- and Postprocessing| pre- and postprocessing]]&lt;br /&gt;
* [[Simulation Methods| simulation methods]]&lt;br /&gt;
&lt;br /&gt;
==Validation Studies==&lt;br /&gt;
&lt;br /&gt;
* [[validation studies]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to: [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=File:Methoden_mathematische_Verfahren2.jpg&amp;diff=14786</id>
		<title>File:Methoden mathematische Verfahren2.jpg</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=File:Methoden_mathematische_Verfahren2.jpg&amp;diff=14786"/>
		<updated>2022-04-08T10:40:20Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14785</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14785"/>
		<updated>2022-04-07T12:56:13Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! style=&amp;quot;background-color:#FFFFFF;&amp;quot; | [[File:Methoden_Schiffsführungssimulation.jpg|thumb|450px|left]]   ||   style=&amp;quot;background-color:#FFFFFF;&amp;quot; |  [[File:Methoden_Schiffsfuehrungssimulation_Bild2a.jpg|thumb|300px|right]]&lt;br /&gt;
|}&lt;br /&gt;
&#039;&#039;Graphic 1: Ship handling simulator at the BAW (right: Karlsruhe; left: Hamburg)&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14784</id>
		<title>Hydraulic Modelling</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14784"/>
		<updated>2022-04-07T10:59:17Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Wasserbauliches Versuchswesen]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_1.jpg|thumb|File 1: The physical model of the gravel bank &amp;quot;Jungferngrund&amp;quot; is utilised in the framework of the project &amp;quot;Abladeoptimierung Mittelrhein, AOMR&amp;quot; (Optimisation of load draughts on the Middle Rhine) and a scale of 1:60]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_2.jpg|thumb|File 2: Filling system of a lock with a scale factor of 1:25]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_3.jpg|thumb|File 3: Measuring boot in a scaled model]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_4.jpg|thumb|File 4: Studies on the passability of fishways]]&lt;br /&gt;
&lt;br /&gt;
In the BAW, representational models are an important method for dealing with various different hydraulic issues relating to the federal waterways. For inland areas, the focus is on complex aspects of spatial current processes and the transport of solid particles, while the issues involved in coastal areas mainly refer to ship dynamic parameters in the context of the interaction between seagoing ships and tidal fairways with corresponding model analysis. Many of the data obtained in the laboratories are necessary for validation and on-going development of the numerical simulation models used in the BAW.&lt;br /&gt;
&lt;br /&gt;
Hydraulic modelling uses system models for principle tests as well as models as detailed reconstruction of river sections or building structures. The BAW has several testing facilities with modern infrastructure. In Karlsruhe for example, a surface area of about 4,500 m² is taken up with modern, fully automatic measurement bridges equipped with extensive photographic measurement systems for widespread recording of changing model geometries and current parameters. Five channels with widths from 0.80 m and 5.00 m and lengths from 20 and 78 m are available for hydraulic and morphological project and research work. A flexible lock test stand on a scale of 1:25 with transparent, movable chamber walls can be adapted to differing chamber widths and filling and draining systems; it is equipped with comprehensive measuring instruments, including a ship force measurement system for measuring the longitudinal and transverse forces of a model ship at the bow and stern.&lt;br /&gt;
&lt;br /&gt;
In Hamburg, the ship wave basin measuring 3,500 m² is used primarily to study the interaction of waterway and seagoing ship, for shallow water dynamic tests, as well as measuring the transverse forces and yaw torques. The studies are carried out with various ship models on a scale of 1:40 (the large dimensions of seagoing ships mean that this scale results in ship models measuring 5 to 10 m in length). The large peripheral channel measuring 200 m in length includes a test section 80 m long shaped as a straight rectangular channel to examine erosion and deposition of natural bed material under tidal current conditions with current velocities of up to 2 m/s.&lt;br /&gt;
&lt;br /&gt;
Click here to see an overview of the available technical equipment:&lt;br /&gt;
https://www.baw.de/EN/die_baw/technische_ausstattung/technische_ausstattung.html&lt;br /&gt;
&lt;br /&gt;
The commercially available measuring equipment and instrumentation systems used for hydraulic testing are supplemented with special devices and software solutions developed in the BAW. The laboratories are extensively automated and are efficient in operation.&lt;br /&gt;
&lt;br /&gt;
Many of the hydraulic modelling methods used in the BAW are described in detail in the following bulletin.&lt;br /&gt;
&lt;br /&gt;
* [[Ship-generated Loading]]&lt;br /&gt;
* [[Ship Dynamics]]&lt;br /&gt;
&lt;br /&gt;
==Literature==&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Bundesanstalt für Wasserbau 2007: Mitteilungen Nr. 90, Wasserbauliches Versuchswesen&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14783</id>
		<title>Hydraulic Modelling</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14783"/>
		<updated>2022-04-07T10:58:08Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Wasserbauliches Versuchswesen]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_1.jpg|thumb|File 1: The physical model of the gravel bank &amp;quot;Jungferngrund&amp;quot; is utilised in the framework of the project &amp;quot;Abladeoptimierung Mittelrhein, AOMR&amp;quot; (Optimisation of load draughts on the Middle Rhine) and has a length scale factor of 1:60]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_2.jpg|thumb|File 2: Filling system of a lock with a scale factor of 1:25]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_3.jpg|thumb|File 3: Measuring boot in a scaled model]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_4.jpg|thumb|File 4: Studies on the passability of fishways]]&lt;br /&gt;
&lt;br /&gt;
In the BAW, representational models are an important method for dealing with various different hydraulic issues relating to the federal waterways. For inland areas, the focus is on complex aspects of spatial current processes and the transport of solid particles, while the issues involved in coastal areas mainly refer to ship dynamic parameters in the context of the interaction between seagoing ships and tidal fairways with corresponding model analysis. Many of the data obtained in the laboratories are necessary for validation and on-going development of the numerical simulation models used in the BAW.&lt;br /&gt;
&lt;br /&gt;
Hydraulic modelling uses system models for principle tests as well as models as detailed reconstruction of river sections or building structures. The BAW has several testing facilities with modern infrastructure. In Karlsruhe for example, a surface area of about 4,500 m² is taken up with modern, fully automatic measurement bridges equipped with extensive photographic measurement systems for widespread recording of changing model geometries and current parameters. Five channels with widths from 0.80 m and 5.00 m and lengths from 20 and 78 m are available for hydraulic and morphological project and research work. A flexible lock test stand on a scale of 1:25 with transparent, movable chamber walls can be adapted to differing chamber widths and filling and draining systems; it is equipped with comprehensive measuring instruments, including a ship force measurement system for measuring the longitudinal and transverse forces of a model ship at the bow and stern.&lt;br /&gt;
&lt;br /&gt;
In Hamburg, the ship wave basin measuring 3,500 m² is used primarily to study the interaction of waterway and seagoing ship, for shallow water dynamic tests, as well as measuring the transverse forces and yaw torques. The studies are carried out with various ship models on a scale of 1:40 (the large dimensions of seagoing ships mean that this scale results in ship models measuring 5 to 10 m in length). The large peripheral channel measuring 200 m in length includes a test section 80 m long shaped as a straight rectangular channel to examine erosion and deposition of natural bed material under tidal current conditions with current velocities of up to 2 m/s.&lt;br /&gt;
&lt;br /&gt;
Click here to see an overview of the available technical equipment:&lt;br /&gt;
https://www.baw.de/EN/die_baw/technische_ausstattung/technische_ausstattung.html&lt;br /&gt;
&lt;br /&gt;
The commercially available measuring equipment and instrumentation systems used for hydraulic testing are supplemented with special devices and software solutions developed in the BAW. The laboratories are extensively automated and are efficient in operation.&lt;br /&gt;
&lt;br /&gt;
Many of the hydraulic modelling methods used in the BAW are described in detail in the following bulletin.&lt;br /&gt;
&lt;br /&gt;
* [[Ship-generated Loading]]&lt;br /&gt;
* [[Ship Dynamics]]&lt;br /&gt;
&lt;br /&gt;
==Literature==&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Bundesanstalt für Wasserbau 2007: Mitteilungen Nr. 90, Wasserbauliches Versuchswesen&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14782</id>
		<title>Hydraulic Modelling</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Hydraulic_Modelling&amp;diff=14782"/>
		<updated>2022-04-07T10:57:15Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Wasserbauliches Versuchswesen]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_1.jpg|thumb|File 1: The physical model of the gravel bank &amp;quot;Jungferngrund&amp;quot; utilised in the framework of the project &amp;quot;Abladeoptimierung Mittelrhein, AOMR&amp;quot; (Optimisation of load draughts on the Middle Rhine) and has a scale factor of 1:60]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_2.jpg|thumb|File 2: Filling system of a lock with a scale factor of 1:25]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_3.jpg|thumb|File 3: Measuring boot in a scaled model]]&lt;br /&gt;
[[File: BAWiki_wasserbauliches_Versuchswesen_4.jpg|thumb|File 4: Studies on the passability of fishways]]&lt;br /&gt;
&lt;br /&gt;
In the BAW, representational models are an important method for dealing with various different hydraulic issues relating to the federal waterways. For inland areas, the focus is on complex aspects of spatial current processes and the transport of solid particles, while the issues involved in coastal areas mainly refer to ship dynamic parameters in the context of the interaction between seagoing ships and tidal fairways with corresponding model analysis. Many of the data obtained in the laboratories are necessary for validation and on-going development of the numerical simulation models used in the BAW.&lt;br /&gt;
&lt;br /&gt;
Hydraulic modelling uses system models for principle tests as well as models as detailed reconstruction of river sections or building structures. The BAW has several testing facilities with modern infrastructure. In Karlsruhe for example, a surface area of about 4,500 m² is taken up with modern, fully automatic measurement bridges equipped with extensive photographic measurement systems for widespread recording of changing model geometries and current parameters. Five channels with widths from 0.80 m and 5.00 m and lengths from 20 and 78 m are available for hydraulic and morphological project and research work. A flexible lock test stand on a scale of 1:25 with transparent, movable chamber walls can be adapted to differing chamber widths and filling and draining systems; it is equipped with comprehensive measuring instruments, including a ship force measurement system for measuring the longitudinal and transverse forces of a model ship at the bow and stern.&lt;br /&gt;
&lt;br /&gt;
In Hamburg, the ship wave basin measuring 3,500 m² is used primarily to study the interaction of waterway and seagoing ship, for shallow water dynamic tests, as well as measuring the transverse forces and yaw torques. The studies are carried out with various ship models on a scale of 1:40 (the large dimensions of seagoing ships mean that this scale results in ship models measuring 5 to 10 m in length). The large peripheral channel measuring 200 m in length includes a test section 80 m long shaped as a straight rectangular channel to examine erosion and deposition of natural bed material under tidal current conditions with current velocities of up to 2 m/s.&lt;br /&gt;
&lt;br /&gt;
Click here to see an overview of the available technical equipment:&lt;br /&gt;
https://www.baw.de/EN/die_baw/technische_ausstattung/technische_ausstattung.html&lt;br /&gt;
&lt;br /&gt;
The commercially available measuring equipment and instrumentation systems used for hydraulic testing are supplemented with special devices and software solutions developed in the BAW. The laboratories are extensively automated and are efficient in operation.&lt;br /&gt;
&lt;br /&gt;
Many of the hydraulic modelling methods used in the BAW are described in detail in the following bulletin.&lt;br /&gt;
&lt;br /&gt;
* [[Ship-generated Loading]]&lt;br /&gt;
* [[Ship Dynamics]]&lt;br /&gt;
&lt;br /&gt;
==Literature==&lt;br /&gt;
&lt;br /&gt;
*&#039;&#039;Bundesanstalt für Wasserbau 2007: Mitteilungen Nr. 90, Wasserbauliches Versuchswesen&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
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		<updated>2022-04-07T10:56:56Z</updated>

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		<updated>2022-04-07T10:56:39Z</updated>

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		<updated>2022-04-07T10:56:19Z</updated>

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		<updated>2022-04-07T10:56:03Z</updated>

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		<updated>2022-04-07T10:47:27Z</updated>

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		<updated>2022-04-07T10:45:58Z</updated>

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		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14773</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14773"/>
		<updated>2022-04-07T10:45:45Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! style=&amp;quot;background-color:#FFFFFF;&amp;quot; | [[File:Methoden_Schiffsführungssimulation.jpg|thumb|450px|left]]   ||   style=&amp;quot;background-color:#FFFFFF;&amp;quot; |  [[File:Methoden_Schiffsfuehrungssimulation_Bild2a.jpg|thumb|300px|right]]&lt;br /&gt;
|}&lt;br /&gt;
&#039;&#039;Graphic 1: Ship handling simulation at the BAW (right: Karlsruhe; left: Hamburg)&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14772</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14772"/>
		<updated>2022-04-07T10:45:06Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
{| class=&amp;quot;wikitable&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! style=&amp;quot;background-color:#FFFFFF;&amp;quot; | [[File:Methoden_Schiffsführungssimulation.jpg|thumb|450px|left]]   ||   style=&amp;quot;background-color:#FFFFFF;&amp;quot; |  [[File:Methoden_Schiffsfuehrungssimulation_Bild2a.jpg|thumb|300px|right]]&lt;br /&gt;
|}&lt;br /&gt;
&#039;&#039;Graphic 1: Schiffsführungssimulator in der BAW (rechts: Karlsruhe; links: Hamburg)&#039;&#039;&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14771</id>
		<title>Ship Handling Simulation</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Ship_Handling_Simulation&amp;diff=14771"/>
		<updated>2022-04-07T10:43:34Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Schiffsführungssimulation]]&lt;br /&gt;
[[File: Methoden_Schiffsfuehrungssimulation.jpg|thumb|Picture 1: Ship handling simulator in BAW Karlsruhe]]&lt;br /&gt;
[[File: Methoden_Schiffsfuehrungssimulation_Bild2.JPG|thumb|Picture 2: Ship handling simulator in BAW Hamburg]]&lt;br /&gt;
[[File: Methoden_Schiffsfuehrungssimulation_Bild3.jpg|thumb|Picture 3: Preparation of electronic navigation charts (ENC&#039;s) tailored to demands of the WSV (left official ENC, right ENC with high density bathymetry included)]]&lt;br /&gt;
&lt;br /&gt;
The Hydraulic Engineering in Coastal Areas department of the BAW advises the WSD North and WSD Northwest among others in the context of fairway design with regard to adapting the shipping channels to large vessels (e.g. Lower and Outer Elbe river, Lower Weser river, Outer Weser river, also the approaches to Stralsund and the Peenestrom). Today the results of ship handling simulations are of considerable relevance to the decision-making processes involved in the definitive stipulation of fairway dimensions. Ship handling simulators are deemed to be valuable in rating fairways and are recommended for critical marginal conditions (e.g. minimizing fairway dimensions (see also PIANC WG II-20, 1992; PIANC WG II-30, 1997), although the limits for this kind of application are still uncertain. The BAW is consulted primarily by the WSV for professional advice when it comes to tender procedures for simulation assignments and for verifying the rating methods. Assessments of the ship handling simulation software currently devised for nautical issues led to the conclusion that the mathematical methods of the simulation systems (e.g. regarding the squat and bank effect) relevant to fairway rating do not satisfy the professional demands made by the WSV. Given the fast increase in the size of ships used for container shipping and the long planning phases necessary for measures to adapt the shipping channels, a professionally confirmed navigability analysis for future large container ships is necessary for example for the estuaries of the rivers Weser and Elbe and also for the Kiel Canal.&lt;br /&gt;
&lt;br /&gt;
The urgency of the task becomes even clearer when attention focuses on the need to make commercial use of the waterway infrastructure in its present or future adapted form, so that there is a need for continuous on-going development of the modular simulation software, also in the form of development and implementation work.&lt;br /&gt;
&lt;br /&gt;
In Germany, the use of ship handling simulators in the field of inland navigation began only in 2008. The BAW Karlsruhe procured its own simulator in 2009. Based on this commercial simulator which was developed for training the nautical staff of seagoing vessels the calculation kernel was expanded to include methods to calculate ship-induced waves and predict the movement of inland vessels in extremely shallow water while taking account of current fields. The characteristics of the stern and bow rudders were also adapted in order to meet the technological requirements of inland navigation vessels. Further developments such as an expansion of the collision model to simulate sliding wharves, squat and bank effect are being worked on.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
Working on the basis of a commercial simulator intended for the training of nautical personnel on seagoing ships, the existing calculation kernel is being expanded with the addition of methods for calculating ship-induced waves and for predicting the movement of inland vessels in extremely shallow water while taking account of current fields. Following the development work, movement dynamic tests will be carried out in exposed sections where e.g. current fields with a transverse impact on the ship affect its movement, or where the section can only be used for manoeuvres.&lt;br /&gt;
&lt;br /&gt;
Two different methods are planned for the tests. To make the simulation results as objective as possible, the simulation runs are normally steered in a control circle to make sure that the model ship follows a stipulated line. This warrants that the actions and capabilities of the &amp;quot;master&amp;quot; remain constant throughout all the tests and also ensures that the results of the individual simulation runs will all be comparable. The navigability of the particular area with regard to the defined line in itself and the number and strength of ship&#039;s manoeuvres that have to be carried out during the simulation run provide an indication as to how certainty and easiness apply to the navigability of the test section.&lt;br /&gt;
&lt;br /&gt;
If psychological aspects affecting the master in his decisions play a role during the tests, it is possible for the ship to be steered through the test section by a master in the line of sight. To this end, the master is provided with a reconstructed bridge equipped with practically original controls of an inland vessel. Three monitors show the outside view. A wide range of different controls can be installed to make the simulator as flexible as possible in terms of ship type, drive type and ruder equipment. The instruments needed by the master are shown in generic form on monitors in the control panel.&lt;br /&gt;
&lt;br /&gt;
* [[Quality Assurance for Ship Handling Simulation at the WSV]] &lt;br /&gt;
* [[Tidal Current Data for Ship Handling Simulation at the WSV]]&lt;br /&gt;
* [[Inland Waterway Ship Test Case]]&lt;br /&gt;
----&lt;br /&gt;
back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
&lt;br /&gt;
----&lt;br /&gt;
[[Overview]]&lt;/div&gt;</summary>
		<author><name>Merkelj</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Field_Study_Measurements&amp;diff=14770</id>
		<title>Field Study Measurements</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Field_Study_Measurements&amp;diff=14770"/>
		<updated>2022-04-07T10:42:00Z</updated>

		<summary type="html">&lt;p&gt;Merkelj: &lt;/p&gt;
&lt;hr /&gt;
&lt;div&gt;[[de:Naturmessungen]]&lt;br /&gt;
[[File: Methoden_naturmessung_1.jpg|thumb|File 1: Measurement of ship induced load on the banks of the Kiel Canal]]&lt;br /&gt;
[[File: Methoden_naturmessung_2.jpg|thumb|File 2: Measurement of flow velocities in a groyne field during ship passing events]]&lt;br /&gt;
[[File: Methoden_naturmessung_3.jpg|thumb|File 3: Geodetic monitoring of Edersee dam]]&lt;br /&gt;
[[File: Methoden_naturmessung_4.jpg|thumb|File 4: Measurement of ship dynamics during the transfer of a yard newbuilding]]&lt;br /&gt;
[[File: Methoden_naturmessung_5.jpg|thumb|File 5: Deployment of an ADCP mooring in the German Bight]]&lt;br /&gt;
&lt;br /&gt;
Special field studies are carried out in order to obtain generally high quality data for calibration and validation of the implemented model and computation methods, thus enhancing their accuracy and forecasting ability. Field study measurements are used primarily to determine&lt;br /&gt;
&lt;br /&gt;
* special water-related physical processes in the inland waterways and sea port approaches including the German coast (hydraulic measurements, e.g. for the dynamics of turbulence and suspended particles)&lt;br /&gt;
* vessel navigational dynamic parameters when passing through channels (navigational dynamic measurements)&lt;br /&gt;
* hydraulic loading (water level, current, wind-waves, ship waves) of structures in and on the waterway&lt;br /&gt;
&lt;br /&gt;
with the results flowing directly into research and development and project work.&lt;br /&gt;
&lt;br /&gt;
Navigational dynamic measurements are used for rating the vessel dynamic parameters such as position and location, squat, trim, propeller speed and rudder angle. These are then used to derive among others the course axes, space requirement and position of the actual pivotal point. The measurement data are used to validate navigational dynamic model procedures; they are also needed as input data for special tests in the context of ship handling simulation at the ship handling simulator.&lt;br /&gt;
&lt;br /&gt;
Hydraulic measurements record characteristic physical processes pertaining to the waterway in high temporal and spatial resolution. Special combinations of standard sensors in innovative measurement concepts permit the use of ADCP, multi water sampler and multi-frequency echo sounder for measuring transport processes and the dynamics of suspended matter, in addition to conventional water level and current measurements. The data are used primarily for validation of hydro-dynamic numerical models in projects and research.&lt;br /&gt;
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The BAW operates its own measurement boat for corresponding studies on inland waterways.&lt;br /&gt;
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When passing through the channels, water crafts generate a system of short- and long-period fluctuation in the water level (ship waves) that reach the adjoining banks and induce loading on the existing bank structures, such as rip-rap. The magnitude of the ship-induced waves depends primarily on vessel size (submerged main section), speed through the water, distance to the bank and the cross-section geometry of the waterway itself. Additional factors from swell and surge are significant in coastal areas and have to be considered accordingly in the concept drawn up for specific field studies.&lt;br /&gt;
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* [[Field Study Measurements: Coastal Areas and Estuaries|Coastal Areas and Estuaries]]&lt;br /&gt;
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back to [[Hydraulic Engineering Methods]]&lt;br /&gt;
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