Recent content by orshii

I have one last question. Do I need to add an additional Lake/Reservoir flow segment for each subcatchment area?

The direct rainfall on the lake is not my question. I've modeled 3 drainage areas as 3 separate subcatchments. They outlet to the lake in 3 different spots. I have the Tc for each. There is a dam at lake outlet. The runoff from one subcatchment outlets to the lake at the far end away from the...

I have 3 drainage areas that outlet to a lake at 3 separate points. How do I model the lake runoff? There is a dam outlet structure at the end of the lake. Thanks,

I have a similar situation with drainage areas and a lake, but I have 3 separate subcatchment areas that outlet to the lake at 3 different points. How can I model the lake runoff through an existing outlet dam with HydroCad? Thanks.

Is it possible to send a PDF file of a "Post Development" drainage area to you for assistance in properly modeling it in Hydrocad. For example, the drainage area has catchbasins and culverts. I can't seem to locate an example of a project done in Hydrocad that would assist me. Orshii

How do I model 2 subareas linked by a culvert in HYDROCAD? (ex. Subarea A drains into Subarea B through a culvert that crosses a road).

How do I describe 2 subareas linked by a culvert in HYDROCAD? (ex. Subarea A drains into Subarea B through a culvert that crosses a road).

Thanks for your excellent clarification. Orshii

My results from using either type II or type III rainfall distributions are coming out the same when I use the Hydrocad program. Is this right or what do I need to do to correct this?

Is there a source for viewable/downloadable projects online that used Hydrocad other than the samples that came with the software that can be used for study?

How do I model a pond with a forebay using hydrocad?