HEC-RAS T1: How To Set UP 1D Steady Flow Model From Scratch

Рет қаралды 33,784

Күн бұрын

Пікірлер: 57

@edsonbundala 3 жыл бұрын

This is the great presentation I was searching for. I searched for the tutorial which starts from the scratch. Now I get it here from your channel. Thanks Sir for sharing your knowledge. I appreciate

@MdArifurRahmahn 3 жыл бұрын

Glad it was helpful! My only intention is to spread the knowledge I achieved.

@crtnnn Жыл бұрын

Thx! Learning hec-ras during my PhD. Your videos are really useful!

@traveltoeurope007 Жыл бұрын

thank you so much sir, you teach way much better than my french university teacher, love from my heart ❤

@MdArifurRahmahn Жыл бұрын

You are very welcome

@juthikaroy4417 Жыл бұрын

Sir, your videos are very informative. I am learning through these videos. Thanks a lot.

@gandalalake 9 ай бұрын

thanks for the lessons...i am only wondering if you could still share the data you used here...since its been 2 years back I believe the data were already removed. Thanks

@ardalankhoshiyan 11 ай бұрын

Really nice presentation. Thank you

@marufmuntasir284 5 күн бұрын

Thank you for the great tutorial. Could you please check the cross section link, it shows that the data was deleted.

@dhruvpatel1032 Жыл бұрын

definitely helpful 👍

@MdArifurRahmahn Жыл бұрын

Glad to hear!

@mamdoohabdulaleem1337 9 ай бұрын

It was very clear and very organized information, thank you very much I appreciate your great efforts, Sir to practice can I ask you to provide me with the link to the data, please!

@minhazulislam9131 2 жыл бұрын

Thank you, sir, for building this.

@MdArifurRahmahn 2 жыл бұрын

My pleasure!

@user-wf7ro9ek4z 9 ай бұрын

Thanks from heart,

@harish3470 11 ай бұрын

"Thank you sincerely for the exceptionally clear and engaging presentation style in your tutorial video. It made learning the content an enjoyable and learning experience!". I think the link to the excel files containing cross sectional data is not working, I appreciate if you look into it. Thanks again 🙏

@amiladeshapriya5799 16 күн бұрын

Sir, I started following your videos. could you please send me the link for survey data excel sheet. thanks

@jeromemensah194 5 ай бұрын

Hello Sir. Thank you for the tutorials . They have been helpful so far. Please could you help me understand how to get the values for the 1D steady flow boundary conditions for upstream and downstream for a river. Normal depth and critical depth

@MdArifurRahmahn 4 ай бұрын

For more details information regarding this, send message to +16825537054 on WhatsApp.

@nayanganji2806 2 ай бұрын

Hello sir great tutorial can i get the cross sectional data its shows the data is deleted

@Jithakr 9 ай бұрын

Can you please upload the cross section file The link says it’s deleted

@thusithaamarasinghe7824 Жыл бұрын

Can you share data for practice? I cannot download it, give an error message.

@ilhemouldkhesal3269 3 ай бұрын

same

@engr.farjanaakterdipa7285 2 жыл бұрын

Can you give some tutorial on hecras 1d/2d coupled model please? Thanks.

@MdArifurRahmahn 2 жыл бұрын

Hi, thanks for your interest and suggestion. Basically I demonstrate that in my training sessions; however, in future, I will upload those as well.

@sameerdhungana 6 ай бұрын

Its a gret tutorial for learner but data file is not available at the moment. it would be so helpful for learning if you provide the data file.

@jatinhadda8452 3 ай бұрын

Sir, please share the survey data since the dropbox link that you have provided shows that data is deleted from here.

@gezimugelu2785 7 ай бұрын

Dear , your videos are very clear but I have a project on an irrigation channel that has main and three secondary canals please how can I model this I could not get any information in this regard. please share with me if you have any hints.

@MdArifurRahmahn 6 ай бұрын

Hi, thanks for your query. yes, it's possible to model. You can send your query to my WhatsApp number for more detail, +16825537054

@gezimugelu2785 6 ай бұрын

@@MdArifurRahmahn thank you 🙏

@hamilton25xx 2 жыл бұрын

Thanks Sir for sharing the video, I learned a lot , but I have a question. I set locations for flow distribution and selected 1(LOB, Channel, ROB), I also saw the distribution of different flow velocities on a cross section. I don't know why the result of selecting 1 or 10 is the same.

@MdArifurRahmahn 2 жыл бұрын

Thank you for the query. Since you have set the flow distribution as global instead of local. That is why it's the same. If you change it to one, then you will have different plots.

@sabinacharya1909 2 жыл бұрын

Very informative .Thanks.

@MdArifurRahmahn 2 жыл бұрын

Glad it was helpful!

@khairulrazid 8 ай бұрын

can i get the new link of data?the data at the link was deleted

@fuee22 Жыл бұрын

Hello sir, I have a question not that related to the video but may I ask how will you get each area of the river?

@Travel_world_Love 3 ай бұрын

@fuee22 have u find how to get river data?

@abhishekrs5192 2 жыл бұрын

Sir, I choose 10 cross-section along a river. Now those 10 cross-section are not capable of handling the total flow capacity. I wants to alter the cross-section, so that it can carry total flow. Will this alteration only will be there on those cross section? Or it will be applied to entire river strech??

@MdArifurRahmahn 2 жыл бұрын

Hi, thanks for the query. Yes, you need to alter the cross sections for the entire reach of the river, especially the sections in between the u/s and d/s boundary. Otherwise it will violate the continuity equation, Q = AV, and the channel will not be able to carry water.

@ahmedzaman2661 10 ай бұрын

The data link is not working, kindly share it again

@saraladhakal3011 5 ай бұрын

Hi, can you please provide me access to the cross-section data?

@MdArifurRahmahn 4 ай бұрын

Sure, send me your email.

@abhishekrs5192 2 жыл бұрын

Sir, how to choose Manning’s n or k values

@MdArifurRahmahn 2 жыл бұрын

Thank you for the query. The roughness factor depends on the channel bed-, and bank-material . You can find the values of n and k from hydraulic books or published document.