[HEC HMS #5] Modified Puls Method for Reservoir Routing in HEC HMS | Peak Attenuation

[@ajiwijaya7907]

Oh My God. Thank you so much this is so helpful.

[@varadharajan1968]

Awesome. It is very much useful. Congratulations!!

[@JustLearnCivil]

Thank you

[@ShehzadKhan-co5ll]

Please make a video for precipitation runoff model in hec hms

[@JustLearnCivil]

Please refer this video: kzbin.info/www/bejne/bJmTfpWfmLBqbJo

[@azreenazman3030]

this is so helpful. tqsm. but, what if the inflow data in in daily? the graph become so messy

[@emanuelmoreno7791]

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?

[@gastonjacquier9856]

Thank you so much!

[@JustLearnCivil]

Welcome

[@ibnuahmed1740]

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

[@maf4421]

Hi, can you please tell me how you find storage against elevation that was used in HEC HMS from excel?

[@JustLearnCivil]

You can find as in this tutorial: kzbin.info/www/bejne/bn7UhZaMp7uHgdE

[@md.anas9814]

From where did you get the inflow and outflow data?

[@waterresources3245]

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

[@EngrBilal-te5nw]

Can any body tell me how HEc HMS calculate flood discharge ro 2,5,10,50 years ?

[@waterresources3245]

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)

[@bimolLAISE]

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