Search found 20 matches

by gegujang@lycos.co.kr
Fri Apr 29, 2005 05:52
Forum: MOHID Water
Topic: River Inflow Velocity Define
Replies: 2
Views: 2663

River Inflow Velocity Define

In Hydrodynamic module, I want to define velocity of river water as estuarial mouse input boundary. As like below is defined by me. Is it right? and In Hydrodinamic_1.dat file, where the keyword do I define below result will excuted? TIME_UNITS : HOURS SERIE_INITIAL_DATA : 2005 3 1 0 0 0 HOURS Vel_m...
by gegujang@lycos.co.kr
Tue Apr 26, 2005 00:23
Forum: MOHID Water
Topic: Discharge Flowrate
Replies: 1
Views: 2247

Discharge Flowrate

In Discharge module, as like below:

DEFAULT_FLOW_VALUE : 10000

What is the unit flow value : m3/day? m3/sec?
by gegujang@lycos.co.kr
Mon Apr 25, 2005 08:11
Forum: MOHID Water
Topic: Define Discharge
Replies: 1
Views: 4794

Define Discharge

I would like define discharge at estuary mouse, In mohid Gis can define discharge point(x y z). I wish define discharge boundary like line input(across the river), not point and time varying discharge input(Input river discharge flux as Nitrate or BOD etc., according time variation) How can I make t...
by gegujang@lycos.co.kr
Wed Apr 20, 2005 01:58
Forum: MOHID Water
Topic: Result problem
Replies: 3
Views: 4147

Result problem

Grid cell interbal : 200meter i=1 to 238 j=1 to 450 biharmonic coef is not defined Cycle Boundary Explicit was not checked Dt output : 600sec Simulating Time : One days And I aske another: Consumming Time of workOut for onedays is too much(about 6hrs My computer is 2.8Gh CPU, and 512MB memory)
by gegujang@lycos.co.kr
Sat Apr 16, 2005 06:22
Forum: MOHID Water
Topic: Result problem
Replies: 3
Views: 4147

Result problem

I was simulated as like below(hydrodynamic_1.dat), but output result was first 3 or 4 time_output, next and to the end of rsult had no velocity BAROCLINIC : 0 CONTINUOUS : 0 TIDE : 1 ENTERING_WAVE : 0 RADIATION : 0 WATER_DISCHARGES : 1 RESIDUAL : 0 ENERGY : 0 UP_CENTER : 1.0 IMPLICIT_VERTADVECTION :...

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