Module Discharges - Revision history

Francisco: /* Discharge type */

2023-03-29T14:08:01Z

‎Discharge type

Paulochambel: /* MohidJet discharge */

2023-03-27T17:25:21Z

‎MohidJet discharge

Paulochambel: /* MohidJet discharge */

2023-03-27T17:17:23Z

‎MohidJet discharge

Paulochambel: /* MohidJet discharge */

2023-03-27T17:10:00Z

‎MohidJet discharge

Paulochambel: /* MohidJet discharge */

2023-03-27T17:07:04Z

‎MohidJet discharge

Paulochambel: /* MohidJet discharge */

2023-02-10T18:56:32Z

‎MohidJet discharge

Paulochambel: /* MohidJet discharge */

2023-02-10T18:54:41Z

‎MohidJet discharge

Paulochambel at 18:35, 10 February 2023

2023-02-10T18:35:51Z

Paulochambel: /* Main features */

2023-02-10T18:31:27Z

‎Main features

Paulochambel: /* Momentum discharge */

2023-01-25T13:59:59Z

‎Momentum discharge

@@ Line 58: / Line 58: @@
-'''normal''': In this case the flow is defined explicitly by the user: constant value or a time serie
+'''normal''': In this case the flow is defined explicitly by the user: constant value or a time series
@@ Line 79: / Line 79: @@
 Keywords related with the '''flow over''' type discharge
-  !lenght of the weir (mandatory)
+  !length of the weir (mandatory)
   WEIR_LENGTH :
@@ Line 92: / Line 92: @@
 '''valve''': This discharge aims to simulate the flow associated to a hydraulic valve. The flow in this case is function of the water level difference between two locations. In this type of discharge it is necessary to define for each discharge two locations. The flow between the two locations can be two-way (normal valve) or one-way (or check valve).
-<math>Q=\sqrt{2g \cdot \Delta H}\cdot v_{c_{_}} \cdot A</math>
+ <math>Q=\sqrt{2g \cdot \Delta H}\cdot v_{c_{_}} \cdot A</math>
   <math>Q - flow\\</math>
@@ Line 102: / Line 102: @@
   <math>SSH_{x} - Sea \ Surface \ Height \ in \ point \ x</math>
-  <math>A - area \ of \ the \ valve. \ The \ valve \ is \ assumed \ to \ be \ circuler </math>
+  <math>A - area \ of \ the \ valve. \ The \ valve \ is \ assumed \ to \ be \ circular </math>
   !valve diameter (mandatory)
@@ Line 110: / Line 110: @@
   VALVE_COEF        : 1
-  !heigth of the valve center
+  !height of the valve center
   VALVE_AXIS_HEIGTH :
@@ Line 122: / Line 122: @@
 - from B to A
-The mass conservation is assured automaticly for the discharges: "flow over" and "valve". In the case of the "normal" option to assure mass conservation the discharge concentrations must be equal and flow must be symetric between the two discharges.
+The mass conservation is assured automatically for the discharges: "flow over" and "valve". In the case of the "normal" option to assure mass conservation the discharge concentrations must be equal and flow must be symmetric between the two discharges.
   !check if the discharge is bypass or not

← Older revision		Revision as of 17:25, 27 March 2023
Line 199:		Line 199:


−	[[File:TempMohidJet3D.gif]]	+	[[File:TempMohidJet3D v2.gif]]

	== User manual ==		== User manual ==

← Older revision		Revision as of 17:17, 27 March 2023
Line 199:		Line 199:


−	[[File:~~TempMohidJet3D_v2~~.gif]]	+	[[File:TempMohidJet3D.gif]]

	== User manual ==		== User manual ==

← Older revision		Revision as of 17:10, 27 March 2023
Line 199:		Line 199:


−	[[File:~~TempMohidJet3D_V2~~.gif]]	+	[[File:TempMohidJet3D_v2.gif]]

	== User manual ==		== User manual ==

← Older revision		Revision as of 17:07, 27 March 2023
Line 199:		Line 199:


−	[[File:~~TempMohidJet3D~~.gif]]	+	[[File:TempMohidJet3D_V2.gif]]

	== User manual ==		== User manual ==

← Older revision		Revision as of 18:56, 10 February 2023
Line 185:		Line 185:

	MOMENTUM_DISCHARGE : 1		MOMENTUM_DISCHARGE : 1
		+

	The follow image shows two MohidJet discharges:		The follow image shows two MohidJet discharges:

@@ Line 174: / Line 174: @@
 !MohidJet
 DISCHARGE_TYPE          : 6
 MOHID_JET_FILE          : ..\data\MohidJet_West.dat
 The momentum discharge need to by connected in the hydrodynamic_x.dat input file via the follow keyword
 WATER_DISCHARGES        : 1
 MOMENTUM_DISCHARGE      : 1

← Older revision		Revision as of 18:35, 10 February 2023
Line 194:		Line 194:


−	[[File:~~MometumDischargeSymetric~~.~~png~~]]	+	[[File:TempMohidJet3D.gif]]

	== User manual ==		== User manual ==

← Older revision		Revision as of 18:31, 10 February 2023
Line 163:		Line 163:

	5) two cells apart		5) two cells apart
		+
		+
		+	[[File:MometumDischargeSymetric.png]]
		+
		+
		+	=== MohidJet discharge ===
		+
		+	The user can define a discharge compute by MohidJet (Buoyant Jet Integral Model) http://www.mohid.com/PublicData/Products/Manuals/MOHIDJET.pdf
		+	Need to define the follow in the discharges_x.dat input file
		+
		+	!MohidJet
		+	DISCHARGE_TYPE : 6
		+	MOHID_JET_FILE : ..\data\MohidJet_West.dat
		+
		+	The momentum discharge need to by connected in the hydrodynamic_x.dat input file via the follow keyword
		+
		+	WATER_DISCHARGES : 1
		+	MOMENTUM_DISCHARGE : 1
		+
		+	The follow image shows two MohidJet discharges:
		+
		+	1) via two ports with opposite directions;
		+
		+	2) flow of 0.5 m3/s discharge via a port with a diameter of 0.8 m (1 m/s) place 3 m above the bottom;
		+
		+	3) Water column = 10 m, dx=dy= 10 m
		+
		+	4) tidal flow with a sin variability with a 12 h period and and amplitude of 2 m and 10 cm/s for the water level and velocity.
		+

← Older revision		Revision as of 13:59, 25 January 2023
Line 153:		Line 153:

	The follow image shows a symmetry test for a:		The follow image shows a symmetry test for a:
		+
	1) Water and Momentum discharge (1 m3/s , velocity modulus 0.5 m/s)		1) Water and Momentum discharge (1 m3/s , velocity modulus 0.5 m/s)