What is the best approach for producing a hydrograph with 100 and 500 year return period for a highly regulated catchment? I have a gauging station with 50 years data at the downstream of the catchment . The max flood in this period has just 40 year return period. I don’t want to use a rainfall...
Hi I have a question. I appreciate it if someone can respond to me.
I was wondering why sometimes different kinds of gates( I mean overflow and underflow gates) is being used in the same check structures (in irrigation canal). I have seen many checks with five gates with 2 under flow gates on...
I have a question. I appreciate that if someone can help me.
I want to know how engineers manage flooding in irrigation channels which has been caused by Water rejection (Water Rejection happens when farmers cancel their order due to rainfall).
Is there any kind of structures (like detention...
Hi,
I have a question, I appreciate that if someone can help me out.
Last night i watched a movie called The Judge. It has been filmed in a town with a river flows through it. The name of this city is Shelburne in Massachusetts...
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I have 2 questions about drains software used in AUS for designing storm water drainage system. My first question is more general and the second one is related to software.
1- which intensity duration do we have to use for our design? Is it time of concentration? If so, how should I...
