Thanks a lot. Trying to cover my bases before finals day after tomorrow.
@ClearCreekSolutionsHydrology11 күн бұрын
Glad we could help!
@williamxie77119 күн бұрын
Yes he got the answer wrong, but the process is correct. You guys never made a mistake in your life?
@ClearCreekSolutionsHydrology18 күн бұрын
We removed the incorrect portion of the video as to not confuse others, but yes, the process was correct.
@johncriscaminong853927 күн бұрын
Im new to this software and my new project has a runoff of 0% and there's inadequate explaination on the values on the nodes and links. Why subcatchments area is equal to 4? what is the unit?
@ClearCreekSolutionsHydrology25 күн бұрын
It depends on your units. I was using English units, so Subcatchment area often given in acres.
@isaiah59429 күн бұрын
This series was great, thank you
@ClearCreekSolutionsHydrology26 күн бұрын
I'm glad you found it helpful!
@davidmalpeto7598Ай бұрын
Buddy can’t do math
@bonarichardmarkz.2031Ай бұрын
can SWMM be an alternative for MUSIC Modelling?
@ClearCreekSolutionsHydrologyАй бұрын
We are not to familiar with MUSIC, but after some research they seem to have similar capabilities.
@tomkearns6830Ай бұрын
Please check your description of the design elements becuase starting at the top left then down, they seems to be incorrect. Check out the open channel #7 , it doesn't line up with any square. I'm sure this has been pointed out to you before. If not and I'm correct , one might ask: what else is wrong with this model since it is a black box.
@ClearCreekSolutionsHydrologyАй бұрын
The numbered list was general list of basic element in the model, and not intended to line up with the box on the right, but I understand why someone may fine that confusing. We have numerous videos describing the elements included in WWHM-SWMM, and I can assure you, there are no issues. In reference to the comment about the model being a blackbox, I'm not sure what you mean. When you run WWHM-SWMM, you can view the HSPF input files and SWMM inputs that were used in modeling; completely transparent. Do you have a specific question about how the model functions?
@SHAIKMUHAMMEDYASEEN-k3rАй бұрын
thanks so much
@ClearCreekSolutionsHydrologyАй бұрын
You're welcome!
@PatrickPerales-d7s2 ай бұрын
Is it free?
@ClearCreekSolutionsHydrologyАй бұрын
Yes, for licensed use in Western Washington.
@Parkeri13132 ай бұрын
Very helpful. Thank you.
@ClearCreekSolutionsHydrologyАй бұрын
Glad it was helpful!
@marzieh82592 ай бұрын
Thanks
@ClearCreekSolutionsHydrologyАй бұрын
Welcome
@AnasMahdatiLakhlifi-Taghzouti2 ай бұрын
Can you share this files please? When I downloaded the app, i don't have it, thanks
@ClearCreekSolutionsHydrology2 ай бұрын
You can access them on the "Welcome to SWMM" startup screen.
@adrianrobertguiao75763 ай бұрын
The correct answer for the problem #2 is 17.65 ft/s
@soyagricola59823 ай бұрын
Is this like hechms models for smaller basins ?, just to make a comparison or analogy ?
@ClearCreekSolutionsHydrology3 ай бұрын
This model is more dedicated to modeling hydraulic and pipe systems as opposed to channels.
@brototi13 ай бұрын
hvnt rcvd any template insipte of signing
@ClearCreekSolutionsHydrology3 ай бұрын
Please email us and we will send you the appropriate documents.
@marasini3 ай бұрын
how to download install on linux
@ClearCreekSolutionsHydrology2 ай бұрын
Not sure. I would contact the support team for the software.
@sanjayramani36683 ай бұрын
i want to generate the hydrograph for my Edmonton site(CANADA) new project location ,can you explain me how can i start a new project for my site. And how generate hydrogrpah?
@ClearCreekSolutionsHydrology3 ай бұрын
You will need some form of precipitation data to generate a hydrograph. Do you have this data?
@wassupcuhwatchumeancuh3 ай бұрын
3rd comment! 🥸
@user-rg7uz8of9r3 ай бұрын
2nd comment! 🍑
@aliridah9203 ай бұрын
All this things am learn it i need a job can you help me pl.?
@nonamesoyouwontsearchitupi3723 ай бұрын
1st comment! 🎉
@mdshahbaz54463 ай бұрын
Is it possible to have a tutorial series on Infoworks ICM?
@ClearCreekSolutionsHydrology3 ай бұрын
We will look into it!
@aismitachhatoi05234 ай бұрын
sir can you tell me if there is a discontinous year of 1 day maximum rainfall events of that year for particular month how it will be put in swmm
@ClearCreekSolutionsHydrology4 ай бұрын
I'm not sure I understand. What is your issue?
@aismitachhatoi05234 ай бұрын
@@ClearCreekSolutionsHydrology can you give me the process to put discontinuous rainfall data in swmm
@juliomontero53924 ай бұрын
Hello, I have the following problem when I try to download the TR55 When I install it, it shows me an error like: "Class not registered Searching for objects with CLSID:{00000010-0000-0010-8000-00AA006D2EA4" I would like to know what to do, I have Windows 11 but I get this error and I need the TR55 on my PC. Thank u
@ClearCreekSolutionsHydrology4 ай бұрын
Make sure you have permissions enabled for install on your windows 11 machine.
@juliomontero53924 ай бұрын
@@ClearCreekSolutionsHydrology Where can I find the permissions to enable them? Thanks for your answer
@ClearCreekSolutionsHydrology4 ай бұрын
In your microsoft settings. Look for user or profile permissions. Ask microsoft help for more info.
@AngilyAllly4 ай бұрын
what specifically is in the rain gauge data file, like what rain data do you use?
@ClearCreekSolutionsHydrology4 ай бұрын
It came with a download of EPA SWMM and the tutorial projects.
@AngilyAllly4 ай бұрын
what is in the input file that you added to the rain gauge?
@ClearCreekSolutionsHydrology4 ай бұрын
It came with a download of EPA SWMM and the tutorial projects.
@FrancisKNgigi4 ай бұрын
Where does 360 comes from?
@ClearCreekSolutionsHydrology4 ай бұрын
Not sure what you are referring to, where is it in the video?
@mouradtridi21184 ай бұрын
Hi, Thank you for sharing. I’m interested in the project model used in this video. Could you please provide me with the template?
@ClearCreekSolutionsHydrology4 ай бұрын
It is a template project provided when you download EPA SWMM.
@franciscojaviervelasco56015 ай бұрын
I think in SCS formula Q is not flow but volume, to get flow you need to use unitary hydrograph.
@ClearCreekSolutionsHydrology5 ай бұрын
Correct, Q represents the runoff in inches.
@ehsan20645 ай бұрын
Your designation of junctions are not correct.
@ScottKasper-s6r5 ай бұрын
How can the flow splitter element be used to represent a simple flow splitter with weir? I find that this is a very common form of flow splitter, and there's no way to represent this.
@ClearCreekSolutionsHydrology5 ай бұрын
Hi Scott, in what way to you struggle to represent this the flow splitter element? Feel free to send us an email, if you need more specific help.
@hikikomorihachiman74916 ай бұрын
thank you
@ClearCreekSolutionsHydrology4 ай бұрын
You're welcome
@hikikomorihachiman74916 ай бұрын
Thank you
@ClearCreekSolutionsHydrology4 ай бұрын
You're welcome
@hikikomorihachiman74916 ай бұрын
Nice
@ClearCreekSolutionsHydrology4 ай бұрын
Thanks
@fredlagria33246 ай бұрын
Nice Content..❤
@ClearCreekSolutionsHydrology3 ай бұрын
Thank you.
@RoberthRibeiro-et1zi6 ай бұрын
Very good! I'm from Brazil and i watch your videos, thank you!
@ClearCreekSolutionsHydrology6 ай бұрын
Glad you like them! Thanks for watching!
@Bexchoklad7 ай бұрын
Who else came here after trying to analyze skyrims river network?
@ClearCreekSolutionsHydrology6 ай бұрын
Glad we could help.
@NeonSqueaky4 ай бұрын
Yep 😂
@arpansmusic8 ай бұрын
Value of time series have to put in mm or mm/hr ?????
@ClearCreekSolutionsHydrology8 ай бұрын
Inches for english, mm or cm for metric.
@aiaiaa8 ай бұрын
Can you please tell me how to add rainfall intensity from an idf curve in swmm. It would be a great help🙏
@ClearCreekSolutionsHydrology8 ай бұрын
We will look into doing a video on this topic!
@gilbertoflores63248 ай бұрын
Do you have hidrology videos using civil 3D?
@ClearCreekSolutionsHydrology8 ай бұрын
We have a playlist of Civil 3D videos on our channel, however, these deal more with the basics and less with hydrology.
@muncho13118 ай бұрын
You set the wrong dates in options. It is supposed to be Start Analysis and Start Reporting 1998 and then End Analysis in 2000. You technically "analyzed" all the way to 2022. I would be curious to see the results of the actual data because my SWMM did not come with the .dat file so I could not complete this part of the tutorial.
@ClearCreekSolutionsHydrology8 ай бұрын
Yes, that was a mistake. We might redo this lesson down the line with accurate inputs.
@alnashib19559 ай бұрын
Sir, Can i Calculate overland flow by SWMM?
@ClearCreekSolutionsHydrology9 ай бұрын
Theoretically, yes.
@AdityaKumar-xz4nu9 ай бұрын
Can I get your mail and number
@samuelzvirevo44819 ай бұрын
interesting 😍
@ClearCreekSolutionsHydrology4 ай бұрын
Glad you think so!
@camillefelix90199 ай бұрын
"PromoSM" 🎊
@reedrogers5649 ай бұрын
You sound like you don't have any clue what you are talking about.
@thewisemansafari464310 ай бұрын
what does it mean if the runoff is negative?
@ClearCreekSolutionsHydrology10 ай бұрын
Where are you seeing this result?
@chanchaladas1Ай бұрын
Surface runoff after run
@ClearCreekSolutionsHydrology11 ай бұрын
►►Learn WWHM 2012 FOR FREE ►►www.clearcreeksolutions.info/wwhm-2012-course-free
@ClearCreekSolutionsHydrology11 ай бұрын
►►Learn WWHM 2012 FOR FREE ►►www.clearcreeksolutions.info/wwhm-2012-course-free