You are here

Home › Forums › W2 Forum › Hydrodynamics

considering QOUT

Wed, 07/30/2003 - 4:36am — ranw
Hi, In river flow. For water flow and water quality calculation, in order to consider the Qout in the last section, is there a need to define a structure, even if it does not exist ? If not , what are the cards that i have to define in order to consider the QOUT file ? [addsig]
Forums: 
Hydrodynamics
Thu, 07/31/2003 - 11:01am — Tom

ranw, You can set the downstream boundary as a spillway and the model will compute the flow out of the system. In this case, the QOUT file will have zero outflow. Scott may want to chime in on this as he has a lot more experience with river applications. Tom[addsig]