Tidal Characteristic Numbers of Suspended Sediment Transport - Revision history

127.0.0.1: The LinkTitles extension automatically added links to existing pages (https://github.com/bovender/LinkTitles).

2022-10-21T10:04:32Z

The LinkTitles extension automatically added links to existing pages (<a target="_blank" rel="nofollow noreferrer noopener" class="external free" href="https://github.com/bovender/LinkTitles">https://github.com/bovender/LinkTitles</a>).

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imported>Lang Guenther: /* Program NCANALYSE */ descriptions for mode TDWC added

2018-03-13T09:00:16Z

Program NCANALYSE: descriptions for mode TDWC added

imported>Lang Guenther: /* Program NCANALYSE */ descriptions for mode TDK

2018-03-13T08:58:43Z

Program NCANALYSE: descriptions for mode TDK

@@ Line 3: / Line 3: @@
 [[Tidal Characteristic Numbers of Salinity|graphical representations of the characteristic numbers of salinity]]
 ==Motivation==
-The calculation as well as the graphic visualization of various tidal characteristic numbers of [[suspended sediment concentration]] and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of suspended sediment concentration, advective transport of suspended sediment by means of [[flood]] and ebb currents can be highlighted for areas like coastal seas and estuaries as well.
+The calculation as well as the graphic visualization of various tidal characteristic numbers of [[suspended sediment concentration]] and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of [[suspended sediment concentration]], advective transport of suspended sediment by means of [[flood]] and ebb currents can be highlighted for areas like coastal seas and estuaries as well.
-* As the calculations are performed separately for the durations of ebb- and flood-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying flood-ebb asymmetries for [[ebb volume]] and [[flood volume]]. Also the presence of horizontal gradients can contribute to this effect.
+* As the calculations are performed separately for the durations of ebb- and [[flood]]-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying flood-ebb asymmetries for [[ebb volume]] and [[flood volume]]. Also the presence of horizontal gradients can contribute to this effect.
 * The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration [[gradient]] and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and [[erosion]] of suspended sediments throughout the [[estuary]].
@@ Line 26: / Line 26: @@
 =====Advective Flood Transport of Suspended Load=====
-Exact amount of [[suspended load]] (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).
+Exact amount of [[suspended load]] (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of [[suspended load]] only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).
 =====Diffusive Flood Transport of Suspended Load=====
-Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).
+Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).
 =====Advective Flood Transport-Rate of Suspended Load=====
@@ Line 118: / Line 118: @@
 Ratio between minimum suspended load and mean suspended load during the tidal cycle.<br />
 <!-- [[Example figures: minimum suspended load : mean suspended load]]. <br /> -->
 ===Program [[TDKSF]]===

imported>Lang Guenther: /* Motivation */ informations on different types of analysis (TDWC, TDKC) integrated

2018-03-13T08:35:45Z

Motivation: informations on different types of analysis (TDWC, TDKC) integrated

← Older revision		Revision as of 08:35, 13 March 2018
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	[[Tidal Characteristic Numbers of Salinity\|graphical representations of the characteristic numbers of salinity]]		[[Tidal Characteristic Numbers of Salinity\|graphical representations of the characteristic numbers of salinity]]
	==Motivation==		==Motivation==
	The calculation as well as the graphic visualization of various tidal characteristic numbers of suspended sediment concentration and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of suspended sediment concentration, advective transport of suspended sediment by means of flood and ebb currents can be highlighted for areas like coastal seas and estuaries as well.		The calculation as well as the graphic visualization of various tidal characteristic numbers of [[suspended sediment concentration]] and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of suspended sediment concentration, advective transport of suspended sediment by means of [[flood]] and ebb currents can be highlighted for areas like coastal seas and estuaries as well.
	* As the calculations are performed separately for the durations of ebb- and flood-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying flood-ebb asymmetries for ebb volume and flood volume. Also the presence of horizontal gradients can contribute to this effect.		* As the calculations are performed separately for the durations of ebb- and flood-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying flood-ebb asymmetries for [[ebb volume]] and [[flood volume]]. Also the presence of horizontal gradients can contribute to this effect.
	* The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration gradient and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and erosion of suspended sediments throughout the estuary.		* The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration [[gradient]] and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and [[erosion]] of suspended sediments throughout the [[estuary]].

	~~An automatic analysis~~ of ~~all~~ tidal characteristic numbers of suspended sediment ~~transport is~~ carried ~~through~~ by the ~~computer~~ programs [[TDKSF]] and [[NCANALYSE]].		'''Automatic analyses for all of the above mentioned tidal characteristic numbers of suspended sediment are carried out for 2D- as well as for 3D-data by the programs [[TDKSF]] and [[NCANALYSE]]''' (modes '''TDKC''' (flood current, ebb current) and '''TDWC''' (flood, ebb)).

			For modes '''TDKC''' and '''TDWC''' the periods of analysis and integration are differently defined:
			* mode '''TDKC'''
			** flood current: period between ebb slack (or start of flooding) and flood slack;
			** ebb current: period between flood slack and ebb slack (or end of flooding);
			** tide: period between first ebb slack (or start of flooding) and second ebb slack (or end of flooding).
			* mode '''TDWC'''
			** flood: period between tidal low water (or start of flooding) and tidal high water;
			** ebb: period between tidal high water and tidal low water (or end of flooding);
			** tide: period between first tidal low water (or start of flooding) and second tidal low water (or end of flooding).

	==Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport==		==Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport==
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	=====Advective Flood Transport of Suspended Load=====		=====Advective Flood Transport of Suspended Load=====
	Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).		Exact amount of [[suspended load]] (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).

	=====Diffusive Flood Transport of Suspended Load=====		=====Diffusive Flood Transport of Suspended Load=====

imported>Lang Guenther: /* Program NCANALYSE */ references to NCANALYSE deleted

2017-02-21T09:57:02Z

Program NCANALYSE: references to NCANALYSE deleted

imported>Lang Guenther: /* Tidal Cycle */ tidal residual transports added as well as various rations computed from transport quantities

2017-02-14T15:14:52Z

Tidal Cycle: tidal residual transports added as well as various rations computed from transport quantities

← Older revision		Revision as of 15:14, 14 February 2017
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	====Tidal Cycle====		====Tidal Cycle====

			=====Advective Residual Transport of Suspended Load=====
			Residual based on exact volume of suspended load (with exception of roundoff) which passes a certain cross section during a tidal cycle (flood current plus ebb current) due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Diffusive Residual Transport of Suspended Load=====
			Residual based on exact volume of suspended load (with exception of roundoff) which passes a certain cross section during a tidal cycle (flood current plus ebb current) due to diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Advective Tidal Transport of Suspended Load=====
			Sum of individual transports (magnitudes) based on exact amount of suspended load (with exception of roundoff) which passes a certain cross section during a tidal cycle (flood current plus ebb current) due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face.

			=====Advective Suspended Load Transport, Flood-Ebb-Ratio=====
			Based on exact volume of suspended load (with exception of roundoff) which passes a certain cross section during a tidal cycle (flood current, ebb current) due to advection. Quantity is computed from the (face) normal components only.

			=====Advective Suspended Load Transport, Flood-Tide-Ratio=====
			Based on exact amount of suspended load (with exception of roundoff) which passes a certain cross section (flood current, flood current plus ebb current) due to advection. Quantity is computed from the (face) normal components only.

			=====Advective Suspended Load Transport, Ebb-Tide-Ratio=====
			Based on exact amount of suspended load (with exception of roundoff) which passes a certain cross section (ebb current, flood current plus ebb current) due to advection. Quantity is computed from the (face) normal components only.

	=====Maximum Suspended Load=====		=====Maximum Suspended Load=====

imported>Lang Guenther: /* Ebb Current */ transport and transporte rate due to advection and diffusion added

2017-02-14T15:00:28Z

Ebb Current: transport and transporte rate due to advection and diffusion added

← Older revision		Revision as of 15:00, 14 February 2017
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	====Ebb Current====		====Ebb Current====

			=====Advective Ebb Transport of Suspended Load=====
			Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during ebb current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Diffusive Ebb Transport of Suspended Load=====
			Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during ebb current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Advective Ebb Transport-Rate of Suspended Load=====
			Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during ebb current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quantity is computed for the period of inundation only.

			=====Diffusive Ebb Transport-Rate of Suspended Load=====
			Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during ebb current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quanmtity is computed for the period of inundation only.

	=====Mean Suspended Load Ebb Current=====		=====Mean Suspended Load Ebb Current=====

imported>Lang Guenther: /* Flood Current */ transport als well as transport rate of suspended load added

2017-02-14T14:57:23Z

Flood Current: transport als well as transport rate of suspended load added

← Older revision		Revision as of 14:57, 14 February 2017
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	====Flood Current====		====Flood Current====

			=====Advective Flood Transport of Suspended Load=====
			Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Diffusive Flood Transport of Suspended Load=====
			Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]).

			=====Advective Flood Transport-Rate of Suspended Load=====
			Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quantity is computed for the period of inundation only.

			=====Diffusive Flood Transport-Rate of Suspended Load=====
			Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quanmtity is computed for the period of inundation only.

	=====Mean Suspended Load Flood Current=====		=====Mean Suspended Load Flood Current=====

imported>Lang Guenther: /* Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport */ split into characteristic numbers computed by TDKSF and NCANALYSE

2016-04-05T14:37:48Z

Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport: split into characteristic numbers computed by TDKSF and NCANALYSE

Show changes

imported>Lang Guenther: /* Motivation */ Link to NCANALYSE added

2016-04-05T14:13:26Z

Motivation: Link to NCANALYSE added

← Older revision		Revision as of 14:13, 5 April 2016
Line 7:		Line 7:
	* The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration gradient and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and erosion of suspended sediments throughout the estuary.		* The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration gradient and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and erosion of suspended sediments throughout the estuary.

	An automatic analysis of all tidal characteristic numbers of suspended sediment transport is carried through by the computer ~~program~~ [[TDKSF]].		An automatic analysis of all tidal characteristic numbers of suspended sediment transport is carried through by the computer programs [[TDKSF]] and [[NCANALYSE]].

	==Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport==		==Definitions for the Tidal Characteristic Numbers of Suspended Sediment Transport==

← Older revision		Revision as of 09:00, 13 March 2018
Line 4:		Line 4:
	==Motivation==		==Motivation==
	The calculation as well as the graphic visualization of various tidal characteristic numbers of [[suspended sediment concentration]] and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of [[suspended sediment concentration]], advective transport of suspended sediment by means of [[flood]] and ebb currents can be highlighted for areas like coastal seas and estuaries as well.		The calculation as well as the graphic visualization of various tidal characteristic numbers of [[suspended sediment concentration]] and also for the advective transport of suspended sediment contributes to an improved understanding of tidally dominated transport processes in estuaries. Spatial variations of [[suspended sediment concentration]], advective transport of suspended sediment by means of [[flood]] and ebb currents can be highlighted for areas like coastal seas and estuaries as well.
	* As the calculations are performed separately for the durations of ebb- and [[flood]]-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying flood-ebb asymmetries for [[ebb volume]] and [[flood volume]]. Also the presence of horizontal gradients can contribute to this effect.		* As the calculations are performed separately for the durations of ebb- and [[flood]]-current it can be shown that transport paths can differ significantly for the two tidal phases. From this one can get additional insight with respect to the relevant transport mechanisms dominated by the tidal currents. This can be related to locally varying [[flood]]-ebb asymmetries for [[ebb volume]] and [[flood volume]]. Also the presence of horizontal gradients can contribute to this effect.
	* The variation of suspended sediment concentration resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration [[gradient]] and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and [[erosion]] of suspended sediments throughout the [[estuary]].		* The variation of [[suspended sediment concentration]] resulting from the local maximum as well as the local minimum of suspended sediment concentration can be quite large. This is a consequence of the different availability of suspended sediments, e. g. inside or outside of the turbidity maximum. The value for the local suspended sediment concentration variation is mainly the result of the product between the horizontal suspended sediment concentration [[gradient]] and the lagrangian drift of a water particle during a complete tidal cycle, but also effected by the strong spatial variation of deposition and [[erosion]] of suspended sediments throughout the [[estuary]].

	'''Automatic analyses for all of the above mentioned tidal characteristic numbers of suspended sediment are carried out for 2D- as well as for 3D-data by the programs [[TDKSF]] and [[NCANALYSE]]''' (modes '''TDKC''' (flood current, ebb current) and '''TDWC''' (flood, ebb)).		'''Automatic analyses for all of the above mentioned tidal characteristic numbers of suspended sediment are carried out for 2D- as well as for 3D-data by the programs [[TDKSF]] and [[NCANALYSE]]''' (modes '''TDKC''' (flood current, ebb current) and '''TDWC''' (flood, ebb)).
Line 29:		Line 29:

	=====Diffusive Flood Transport of Suspended Load=====		=====Diffusive Flood Transport of Suspended Load=====
	Exact amount of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).		Exact amount of [[suspended load]] (with exception of roundoff) which passes a certain cross section during flood current due to (turbulent) diffusion. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]).

	=====Advective Flood Transport-Rate of Suspended Load=====		=====Advective Flood Transport-Rate of Suspended Load=====
	Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of projection is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quantity is computed for the period of inundation only.		Exact transport rate of suspended load (with exception of roundoff) which passes a certain cross section during flood current due to advection. This quantity makes use of the normal flow of suspended load only, which is orthogonal to the flow face. Reconstruction of the total vector by means of [[projection]] is left to visualization programs (e. g. [[NCPLOT]]). On tidal flats this quantity is computed for the period of inundation only.

	=====Diffusive Flood Transport-Rate of Suspended Load=====		=====Diffusive Flood Transport-Rate of Suspended Load=====
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	=====Mean Suspended Load=====		=====Mean Suspended Load=====
	Average value of suspended load during a complete tidal cycle (period between two subsequent tidal low waters). This value is typically comparable to the respective mean computed for the period between two subsequent ebb slacks.<br />		Average value of suspended load during a complete tidal cycle (period between two subsequent tidal low [[waters]]). This value is typically comparable to the respective mean computed for the period between two subsequent ebb slacks.<br />
	<!-- [[Example figures: mean suspended load]]. <br /> -->		<!-- [[Example figures: mean suspended load]]. <br /> -->
	Data analysis: [[NCANALYSE]].		Data analysis: [[NCANALYSE]].

← Older revision		Revision as of 09:57, 21 February 2017
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	Mean value of suspended load during flood current duration of a tide.<br />		Mean value of suspended load during flood current duration of a tide.<br />
	<!-- [[Example figures: Mean suspended load flood current]]. <br /> -->		<!-- [[Example figures: Mean suspended load flood current]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	====Ebb Current====		====Ebb Current====
Line 49:		Line 48:
	Mean value of suspended load during ebb current duration of a tide.<br />		Mean value of suspended load during ebb current duration of a tide.<br />
	<!-- [[Example figures: mean suspended load ebb current]]. <br /> -->		<!-- [[Example figures: mean suspended load ebb current]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	====Tidal Cycle====		====Tidal Cycle====
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	Maximum value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />		Maximum value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />
	<!-- [[Example figures: maximum suspended load]]. <br /> -->		<!-- [[Example figures: maximum suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Minimum Suspended Load=====		=====Minimum Suspended Load=====
	Minimum value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />		Minimum value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />
	<!-- [[Example figures: minimum suspended load]]. <br /> -->		<!-- [[Example figures: minimum suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Mean Suspended Load=====		=====Mean Suspended Load=====
	Average value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />		Average value of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />
	<!-- [[Example figures: mean suspended load]]. <br /> -->		<!-- [[Example figures: mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Tidal Variation of Suspended Load=====		=====Tidal Variation of Suspended Load=====
	Difference between maximum and minimum values of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />		Difference between maximum and minimum values of suspended load during a full tidal cycle (period between two subsequent slack water times of ebb current).<br />
	<!-- [[Example figures: tidal variation of suspended load]]. <br /> -->		<!-- [[Example figures: tidal variation of suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Mean Suspended Load Flood Current : Mean Suspended Load=====		=====Mean Suspended Load Flood Current : Mean Suspended Load=====
	Ratio between mean suspended load during flood current and mean suspended load during the full tidal cycle.<br />		Ratio between mean suspended load during flood current and mean suspended load during the full tidal cycle.<br />
	<!-- [[Example figures: mean suspended load flood current : mean suspended load]]. <br /> -->		<!-- [[Example figures: mean suspended load flood current : mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Mean Suspended Load Ebb Current : Mean Suspended Load=====		=====Mean Suspended Load Ebb Current : Mean Suspended Load=====
	Ratio between mean suspended load during ebb current and mean suspended load during the full tidal cycle.<br />		Ratio between mean suspended load during ebb current and mean suspended load during the full tidal cycle.<br />
	<!-- [[Example figures: mean suspended load ebb current : mean suspended load]]. <br /> -->		<!-- [[Example figures: mean suspended load ebb current : mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Mean Suspended Load Flood Current : Mean Suspended Load Ebb Current=====		=====Mean Suspended Load Flood Current : Mean Suspended Load Ebb Current=====
	Ratio between mean suspended load during flood current and mean suspended load during ebb current.<br />		Ratio between mean suspended load during flood current and mean suspended load during ebb current.<br />
	<!-- [[Example figures: mean suspended load flood current : mean suspended load ebb current]]. <br /> -->		<!-- [[Example figures: mean suspended load flood current : mean suspended load ebb current]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Tidal Variation of Suspended Load : Mean Suspended Load=====		=====Tidal Variation of Suspended Load : Mean Suspended Load=====
	Ratio between tidal variation of suspended load and mean suspended load during the tidal cycle.<br />		Ratio between tidal variation of suspended load and mean suspended load during the tidal cycle.<br />
	<!-- [[Example figures: tidal variation of suspended load : mean suspended load]]. <br /> -->		<!-- [[Example figures: tidal variation of suspended load : mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Maximum Suspended Load : Mean Suspended Load=====		=====Maximum Suspended Load : Mean Suspended Load=====
	Ratio between maximum suspended load and mean suspended load during the tidal cycle.<br />		Ratio between maximum suspended load and mean suspended load during the tidal cycle.<br />
	<!-- [[Example figures: maximum suspended load : mean suspended load]]. <br /> -->		<!-- [[Example figures: maximum suspended load : mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	=====Minimum Suspended Load : Mean Suspended Load=====		=====Minimum Suspended Load : Mean Suspended Load=====
	Ratio between minimum suspended load and mean suspended load during the tidal cycle.<br />		Ratio between minimum suspended load and mean suspended load during the tidal cycle.<br />
	<!-- [[Example figures: minimum suspended load : mean suspended load]]. <br /> -->		<!-- [[Example figures: minimum suspended load : mean suspended load]]. <br /> -->
	~~Data analysis: [[NCANALYSE]].~~

	===Program [[TDKSF]]===		===Program [[TDKSF]]===