Тёмный
HydrologyVideos
HydrologyVideos
HydrologyVideos
Подписаться
This channel presents videos created by Dr. Venkatesh Merwade and hydrology students at Purdue University to create water awareness by describing hydrologic processes or events in short clips. The channel also includes videos that are 15-20 minutes long for use in hydrology instruction. Although the overall goal is educational, students are encouraged to let their creativity dictate the content so some of the videos are fun, educational and cool to watch! Enjoy, learn, and subscribe!
Publishing a SWAT Model on SWATShare
15:36
2 года назад
Комментарии
@marufmuntasir284
@marufmuntasir284 День назад
Thank you for the great videos! I was wondering where can I find your Arc Hydro tutorials. I went throught the playlist but nothing found related to Arc Hydro.
@yousraelhaylany1191
@yousraelhaylany1191 День назад
Hello, please I don't know where I can find the control specification data, for the rainfall data I have present the maximum for each year. Is there any way to skip this step or any method to know what to add?
@tomfriphilips2801
@tomfriphilips2801 День назад
Martin Mary Williams William Perez Deborah
@sprautz
@sprautz 12 дней назад
This a very good example when yu have a very high resolution DEM. Please do make a video on situations where you have coarse DEM resolution such as DEM 30m form SRTM.
@louissambou3942
@louissambou3942 18 дней назад
Thank you so much for these very clear explainations. I have just 1 problem, when I open Map Layers, select a layer and click on Draw properties, nothing shows up, I can't enter Draw properties for example for the DEM colors. Can you help me please ?
@easterlilyshylla1867
@easterlilyshylla1867 24 дня назад
Sir i want to know why 0.5, 0.25 for Muskingum k and Muskingum x?
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
These are just starting values. No specific reason. Based on your results, you can change these values to match observations or if you have historical discharge data, there are ways to estimate K and X. You can look up online on how to estimate K and X.
@ibrahimhussein9605
@ibrahimhussein9605 28 дней назад
Hello, i came across an error while running QSWAT Rev681. the 64-bit debug " forrtl : error (72): floating overflow" .Kindly help with the solution. Thank you
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
Unfortunately i am not an expert on software issues. You may use google to get help
@prernaprasad7665
@prernaprasad7665 Месяц назад
This was very useful. Thankyou
@KilasBerpikir
@KilasBerpikir Месяц назад
Hello sir, could you share input data again? because link box can't open. thank you for the videos. It help me to understanding hec hms as beginner.
@deepeshshrestha-q8i
@deepeshshrestha-q8i Месяц назад
thank you so for your hard work, do you also have ArcSWAT,
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
i do not have videos on arcswat.
@AsifKhan-i7p
@AsifKhan-i7p Месяц назад
hi dear my friends pleas send me the excel sheet for frequency analysis
@sprautz
@sprautz Месяц назад
I am new to HEC RAS Hydraulic Modeling. I have created my geometry using the ras mapper, saved it and opened in the geometry editor. However, one thing I noticed is the the Cross Section Coordinates table have an extra column with n-value header. I think it is not supposed to be there. Its present makes it difficult to set Manning's n for the LOB Channel and ROB. How did this extra column appear there and how can I remove it? many thanks for anyone helping me Sylvester
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
cross-sections will have n values for LOB and ROB. You should not remove them.
@JeoAndBoyet
@JeoAndBoyet Месяц назад
Can you please tell me Why did you select 0.5 for the K parameter?
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
no specific reason. It is just a starting value.
@Venuchesa
@Venuchesa Месяц назад
where can i get dataset
@Venuchesa
@Venuchesa Месяц назад
couldn't open the zip file
@arunborgohain1500
@arunborgohain1500 Месяц назад
Sir, I have to convey my love & gratitude for such a nice presentation ! Your extensive help while presenting a complex subject in such a simplistic way while adopting a systematic approach 🙏my best wishes 💕
@ObaidabinJahra
@ObaidabinJahra Месяц назад
EXTRA ORDINARY AND VERY GOOD METHOD TO UNDERSTAND HEC-HMS EASILY
@niveshsakharwade8492
@niveshsakharwade8492 2 месяца назад
Call it 'zero' instead of calling 'not' or 'O'.
@ryanarius9359
@ryanarius9359 2 месяца назад
Hi there, I have a question. Where did you get the discharge data for your simulation ? Did you estimated it using the SCS-CN method or is it through a observation or trials of test in the specified area?
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
Discharge is the output from the simulation. I also have observed data from a gauging station at the outlet. The CN values used in the model were obtained using soil and land use data. There are videos showing how to do that on the channel.
@TheTshirtBusiness
@TheTshirtBusiness 2 месяца назад
hi, hopefully you'll see my message, how do you see the area of the inundation polygon for all three reaches for each simulation?
@hydrologyvideos8253
@hydrologyvideos8253 23 дня назад
you want to just see the area or calculate the area?
@easterlilyshylla1867
@easterlilyshylla1867 2 месяца назад
Sir please make Video on 2D modelling.
@shamsudeenayeni3245
@shamsudeenayeni3245 2 месяца назад
Your presentation was superb; great job, and thank you very much.
@jalepezo
@jalepezo 2 месяца назад
Thank u so much sir, my thesis is now about statistical modelling in hydrology
@MUHAMMADIDREES-do7wh
@MUHAMMADIDREES-do7wh 3 месяца назад
have u provided the files here that you are working on? someone please help me out
@hydrologyvideos8253
@hydrologyvideos8253 2 месяца назад
you can find the files here: web.ics.purdue.edu/~vmerwade/data/
@haseenabeegum9201
@haseenabeegum9201 3 месяца назад
👍
@cusco4x295
@cusco4x295 3 месяца назад
Only that?? There is a lot of information that we can visualise. The video is incomplete.
@hydrologyvideos8253
@hydrologyvideos8253 3 месяца назад
thanks for your input! maybe you can tell what else you want to see through visualization.
@sinobsent455
@sinobsent455 3 месяца назад
i saw a formula for N=b*A^0.2, and usually b=0.8 try it and let me know if it worked out for u.
@sinobsent455
@sinobsent455 3 месяца назад
i saw a formula for N=b*A^0.2, and usually b=0.8 try it and let me know if it worked out for u.
@joviandito
@joviandito 3 месяца назад
please tutorial in excel sir
@Jithakr
@Jithakr 4 месяца назад
While doing preprocess drainage it takes long time 😢 i did not get the results
@AnandaEdirisinghe
@AnandaEdirisinghe 4 месяца назад
Very good lecture series
@tembingpertin21
@tembingpertin21 4 месяца назад
Sir how to genarate clip poly.prj file?
@bell_khalo
@bell_khalo 4 месяца назад
This is best Hec-Hms video I have come across. Thank you for sharing your knowledge!
@sepidehkhorshid6798
@sepidehkhorshid6798 4 месяца назад
I am not able to get the inputs from the shared link in Box. It says the data has been removed. Are you able to share the input with me?
@hovinmilanes8770
@hovinmilanes8770 4 месяца назад
how can i let hms compute for discharge data
@adarshbhat9453
@adarshbhat9453 4 месяца назад
Thank you
@SakshiThakurFood
@SakshiThakurFood 4 месяца назад
From where that cngrid.tif file came, please tell me
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
it is provided with the input data. there is also a separate playlist on how to create cngrid
@kardussenpai2650
@kardussenpai2650 4 месяца назад
can I use this method for daily rainfall data? somehow my graphic is below the observed data
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
How long is your event? The CN method in HEC-HMS is not recommended for daily data.
@kardussenpai2650
@kardussenpai2650 4 месяца назад
@@hydrologyvideos8253 1 year, sorry this is my first time using this software and don't have any clue about it, so the question look stupid
@vladimirrisojevic3945
@vladimirrisojevic3945 5 месяцев назад
Isn't 100^0.2=2.5h!?
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
yes, it is 2.5 but days not hours! so 2.5 days is 60 hrs.
@rajashekarkb6585
@rajashekarkb6585 5 месяцев назад
Sir where can i get these data
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
try getting it from this folder: web.ics.purdue.edu/~vmerwade/data/
@raziehizanloo574
@raziehizanloo574 5 месяцев назад
Thanks again for good teaching. I wanted to know if it is possibke to run the model in 1 Day step (for examle having precipitation in one week) how we should set the cn number.because in the second and third day of having rainfall in the watershed, the cn will be changed?
@MuhammadHammad-vz8fi
@MuhammadHammad-vz8fi 5 месяцев назад
What if i getting all the result in the subbasin i want to change them into ine basin ??
@muhammadzeeshan1752
@muhammadzeeshan1752 5 месяцев назад
thanks alot sir
@muhammadzeeshan1752
@muhammadzeeshan1752 5 месяцев назад
Sir I have my output location coordinates shapefile. Please help me how I can import it in HEC HMS
@MuhammadHammad-vz8fi
@MuhammadHammad-vz8fi 5 месяцев назад
what if we are getting the error ERROR 14959: Start time is a partial number of intervals after midnight for "Run 1".
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
use 12:00 as start time
@joshbanner9813
@joshbanner9813 5 месяцев назад
Hey, i have an issue that is coming always whenever I am checking the results after running the model , the results indicate no values for discharge and volume and also some graphs do not show up , what would you think is the problem causing that ?
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
make sure your initial abstraction is set to zero
@muhammadzeeshan1752
@muhammadzeeshan1752 5 месяцев назад
very helpful. thanks alot sir
@nedsonkaunda5927
@nedsonkaunda5927 5 месяцев назад
Very good tutorial indeed. Engineer, what is the link for the tutorials for the preparatory work for DEM file that you import in HEC-HMS
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
web.ics.purdue.edu/~vmerwade/education/lab2.pdf
@greciacamacho5523
@greciacamacho5523 5 месяцев назад
Helped me a lot with my Senior Project Design! Thank you so much!
@CLARISSEXOXO
@CLARISSEXOXO 5 месяцев назад
I am working with a similar tutorial from HEC-HMS for Salsipuedes Creek. I am following the exact same steps in the tutorial, but when I try to do any pre-processing, nothing happens, no layers are added. Have you heard of a similar issue?
@hydrologyvideos8253
@hydrologyvideos8253 4 месяца назад
make sure your data/dem is projected in the right coordinate system