Probably a very elementary question for many of you. I have a spillway channel concrete lined, 80ft wide bottom width 5:1 s/s. transitioning to a 20 ft wide channel w/1:1 s/s elevation deop from 80ft width to 20ft width is 24ft. How to model using Hydrocad... I have tried the reach node...
I have a very small town that for a client. They are under an order from the state DEQ to measure flow into their lagoon ( a new lagoon that has not yet risen to operating level ) and report it monthly. Due to the limitations of the town employees ( volunteers I am attempting to monitor the...
I need to develop specifications for horizontal drilling underneath a 50ft tall flood control dam. We expect to drill approximately 35 ft below the toe of the damn and emerge approximately 300 ft upstream and downstream of the structure. Does anyone have any information on the allowable...
My question will probably seem to be very elementary. I am modeling a small dam in a subdivision that lines the creek below the dam. This creek then flows into a 10 acre floodplain with a roadway and culvert that forms a dam under high flows. How do I enter the cross sections below the dam...
While I realize I am just a lowly Agricultural engineer who has never designed a tractor, I have built several pieces of farm equipment and restored my share of antique vehicles, trucks and tractors. I cannot understand why anyone would attach a fuel filter on top of the fuel tank between the...
