Awesome. It is very much useful. Congratulations!!
@JustLearnCivil2 жыл бұрын
Thank you
@azreenazman30302 жыл бұрын
this is so helpful. tqsm. but, what if the inflow data in in daily? the graph become so messy
@maf4421 Жыл бұрын
Hi, can you please tell me how you find storage against elevation that was used in HEC HMS from excel?
@JustLearnCivil Жыл бұрын
You can find as in this tutorial: kzbin.info/www/bejne/bn7UhZaMp7uHgdE
@ShehzadKhan-co5ll7 ай бұрын
Please make a video for precipitation runoff model in hec hms
@JustLearnCivil7 ай бұрын
Please refer this video: kzbin.info/www/bejne/bJmTfpWfmLBqbJo
@emanuelmoreno77917 ай бұрын
Does anyone can give me some advice, since I’m doing a retention pond but the outcome graph on the hidrograph shows a horizontal line , does this has happened to anyone?
@md.anas98144 жыл бұрын
From where did you get the inflow and outflow data?
@waterresources32453 жыл бұрын
Inflow Data is either derived or as per the observed data at the U/S river gauging station , Outflow hydrograph is derived based on Reservoir characteristics
@ibnuahmed17403 жыл бұрын
I AM doing calibration and validation of the HEC HMS when i try to make control it deleted automatically please share me how i can calibrate for my data
@EngrBilal-te5nw3 жыл бұрын
Can any body tell me how HEc HMS calculate flood discharge ro 2,5,10,50 years ?
@waterresources32453 жыл бұрын
Give 5-year return period rainfall to the model and the results generated because of that would be 5-year return period (this the basic assumption of Sub-zone method in India)
@gastonjacquier98563 жыл бұрын
Thank you so much!
@JustLearnCivil3 жыл бұрын
Welcome
@bimolLAISE4 жыл бұрын
Make ads more long.
@rathnakumarv395620 күн бұрын
How many spillways are uncontrolled? That is with out gates? What is the practical use of this method? Only academic use. This method is not relevant when there are gates!