Thank you for the great tutorial! Could you please share the spreadsheet you created? Thanks.
@dnkalita
2 жыл бұрын
Thanks for the instructive and helpful video
@mindjerichard4883
3 жыл бұрын
Thanks Dr.Laura. Where did you find the K and X?
@MatthewJDoyle-fb2cw
3 жыл бұрын
Great video, thanks.
@iceiceisaac
7 ай бұрын
Nice! Thanks
@sambones9299
4 жыл бұрын
Hi Dr Doyle, thanks for a great video! I have a question related to the second part of your video. How do you get measured Inflow and Outflow flows? Are the flows taken from two gages one upstream the reach and one downstream the reach? Or is one streamflow gage on the reach used as inflow and then K and X are estimated using the process from the first part of the video and tweaked? Thanks!
@JALAJDARPAN
3 жыл бұрын
In case you don't have outflow discharge,You Have find parameter K&X by using hydraulic routing method using Inflow hydrograph
@neerajkumar-lm8vl
3 жыл бұрын
If I choose delta t something different from the given time duration ..for example if the given data is having time interval of 2 hours ..and I am taking delta t as 4 hours to calculate coefficients of muskingham equation...then the final outflow will be corresponding to time interval of two hours only or it will be corresponding to 4 hours intervals
@DrCivil-mc4wk
3 жыл бұрын
Thanks, a lot Doc❤️❤️❤️🤗🤗😁
@rolandbarrett3781
Жыл бұрын
well apreciatd
@leonardobologuerrero4396
2 жыл бұрын
nice video
@MalikSohailAhmadAwan
4 жыл бұрын
Hi, I want to work with you on this.. Kindly share email
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