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Hydroinformatics Academy
เข้าร่วมเมื่อ 13 เม.ย. 2017
Hi welcome!
I am Eng. Lodrick, Irrigation and Water Supply Engineer! This is my channel where I share free content on hydraulic modelling and how to use software like EPANET and WaterGEMS!
Apart from free tutorials, I also offer the following service:-
1. Physical or online on-to-one EPANET hydraulic modelling training for individuals or groups of people.
2. Consultancy service on water project design/hydraulic modelling for gravity and pumping water supply projects (using EPANET Software).
For consultancy Services and business enquiries please reach me out on Linkedin or Email (complexlodrick@gmail.com)!
Want to support my channel? Here's a link: www.patreon.com/hydroinformaticsacademy
DISCLAIMER
All the software used in this channel is for learning purposes. We are not using any of those for any commercial or business purpose. On other hand, through this channel these software are getting familiar with engineers. Hope all of you will appreciate these good deeds.
I am Eng. Lodrick, Irrigation and Water Supply Engineer! This is my channel where I share free content on hydraulic modelling and how to use software like EPANET and WaterGEMS!
Apart from free tutorials, I also offer the following service:-
1. Physical or online on-to-one EPANET hydraulic modelling training for individuals or groups of people.
2. Consultancy service on water project design/hydraulic modelling for gravity and pumping water supply projects (using EPANET Software).
For consultancy Services and business enquiries please reach me out on Linkedin or Email (complexlodrick@gmail.com)!
Want to support my channel? Here's a link: www.patreon.com/hydroinformaticsacademy
DISCLAIMER
All the software used in this channel is for learning purposes. We are not using any of those for any commercial or business purpose. On other hand, through this channel these software are getting familiar with engineers. Hope all of you will appreciate these good deeds.
How to Prepare BOQ after Designing your Water Supply System in EPANET
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RECOMMENDED TUTORIALS
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TIMESTAMPS
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FOLLOW HYDROINFORMATICS ACADEMY ON SOCIAL MEDIA
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Telegram Channel: t.me/hydroinformaticsacademy
Linkedin Page: www.linkedin.com/company/hydroinformaticsacademy
Facebook Page: web. hydroinformaticsacademy
Want to support my channel? Here's Patreon Link: www.patreon.com/hydroinformaticsacademy
Not SUBSCRIBEED YET? Here is the Link: th-cam.com/users/HydroinformaticsAcademy
========
DISCLAIMER
========
This is not engineering advice. Everything here is for informational and educational purposes only!
#watergems #hydroinformaticsacademy
RECOMMENDED TUTORIALS
==============
===========
TIMESTAMPS
===========
==============
FOLLOW HYDROINFORMATICS ACADEMY ON SOCIAL MEDIA
==============
Telegram Channel: t.me/hydroinformaticsacademy
Linkedin Page: www.linkedin.com/company/hydroinformaticsacademy
Facebook Page: web. hydroinformaticsacademy
Want to support my channel? Here's Patreon Link: www.patreon.com/hydroinformaticsacademy
Not SUBSCRIBEED YET? Here is the Link: th-cam.com/users/HydroinformaticsAcademy
========
DISCLAIMER
========
This is not engineering advice. Everything here is for informational and educational purposes only!
#watergems #hydroinformaticsacademy
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I really appreciate this. This has completed my project for me
Well done my friend, i am glad it was helpful🙏
Thank you so mucho heroe. Greetings from Ecuador
Thank you my friend, good luck over there🙏
Do you have a file for converting degrees to UTM?
Yes just check on my chanel
What's good way the best design in epanet
You are welcome my friend
is the 75 pipe diameter meters or mm?
Its mm my friend!
Great help brother
You are welcome
Thank You very much..i really appreciate
Thank you so much
Why the elevation of pump equal to reservoir? If we use surface suction pump this can not be true. Please tell me i am struggling in that.
Great video! it hits the point,
Thank you my friend🙏
Amazing tutorials 🔥
Thanks alot🙏
Very good tutorial
really nice, but first please do pumps cap for sprinkler irrigation. And second other related topics more.
Excelente aporte. Muchas Gracias
When we try to locate a point using the UTM coordinates, it's not locating, it's like the google earth not recognizing the coordinates. I'm from Malawi
Thank you for the video
How do you insert elbows, bends, reducers etc? How does the software account for it?
Y
WHAY ARE YOU NOT POSTING WATERGEMS TUTORIAL?
Sir how ill know that elevation value is 90 for Junction 1
Elevation values you get from topographical surveying
Umetisha 👌👌
Pamoja kamanda!
Thank you so much for this!
You are welcome, my friend🙏
This helped a lot in my work as a geologist!! Congrats to you, my friend!
Glad to hear that my friend! Thank you🙏
thank you
You are welcome
Thank you, but there is no option to change the time of planting for the same crop, if someone working in different crop type and different sowing time what should be the data source for the crop and the soil?
Different crop type Vs different sowing time. Will work on this possibly in the coming tutorials.
Thanks for this information, will check out for the extended period simulations
Thanks my friend!
Yyy
Sir, there is no UTM option in my qgis.
It should be there, my friend. Please check the projected coordinates and ensure you know your UTM Zone.
@@HydroinformaticsAcademySir, I got it thanks
what the heck is the music on background? it is booring
I noticed this even myself! On my current videos there is no background music!
How do you determine the demand?
Why do we use Hazen Williams equation?
We use it because we want to estimate losses, or maybe it is simpler to use, but it is not a must to use Hazen Williams; depending on where you are living and what your project requires, you can even use Darcy Weisbach (which is hydraulically more accurate, of course).
Olá, bom dia Quero agradecer o seu trabalho, pois me ajudou muito. Sou Corretor de imóveis e consegui converter vários pontos de coordenadas UTM de uma escritura de um imóvel rural e localizar sua real posição e área pelo GPS no Bing Maps e Google Earth Pro. Salvei a sua planilha, está funcionando muito bem. Parabéns pelo trabalho!
Fico feliz que tenha ajudado, obrigado meu amigo e boa sorte em seu trabalho!
Thank you Sir
You are welcome🙏
Thanks alots for this video
You are welcome
Hello Sir, i have 1 question.im going to lay the pipe to my development where i have to tap from water main pipe in which the pressure at the water main is 20mHead. So, am i going to assume a reservoir as my tapping point or junction inside my simulation? Cause i need to know the residual pressure in my development area..
1. Because the dynamic pressure is known, i.e. 20mwc, then You can do two things: either you assume it is a junction or a tank with a minimum water level of 20m. I think the tank with the minimum water level of 20m will be the best idea because, when you design, the 20m will contribute directly to where you want to supply water (distribution side). IMO at the tapping point, assume it is a tank with minimum water level 20m and elevation at this tank should be the elevation at the tapping point. 2. The 2nd option is to take a portion that takes water to your tapping point. for example, if the source is the tank then in your model, make sure you are including the tank and a part of the pipe that takes water from the tank to where you want to tape your new network. 3. Apart from that, if you have time, you can get the whole network in EPAnet and then introduce your network. Essentially, with this approach, the benefit you will get is to know exactly how your new network will behave when connected to the existing network. Good luck.
@@HydroinformaticsAcademy understand.Thank you so much for your assist and explanation sir..Really appreciate it..
You are welcome, my friend🙏
THANK
You are welcome!
Please can I get vedio illustrates how find multiples factor in demand pattern
I always cover this on paid sessions, Let see in the future if I might be able to create its video and upload it on TH-cam.
would you share with me arcGeek
Hello. How can I convert to latitude and longitude if my northing and easting are in US feet?
I have not seen such a scenario but have you tried QGIS if it has such an option?
@@HydroinformaticsAcademy what is QGIS. I am not familiar
Its a GIS software my friend!
Brother you are a genius. I pretty well understand every content of your videos. I enjoy and learn alot from your work. Don't stop doing this. The young generation of engineers need this.
Thank you my friend i really appreciate this, rest be assured that, I wont stop (because teaching is one among this i love doing)!
Hi, do you have a video on how you created the DEM in QGIS together with generating contours.
Unfortunately for now NO! But somewhere in the future, I will prepare one
Hello sir I want your water tank design extension file could you please provide
Hello, I have recently been learning to use CROPWAt and CLIMWat and I want to calculate the crop water requirement for my country at the provincial scale for 2010-2020 and I have a few questions to ask. Looking forward to your reply.🥰First, can I export 150 or so sites at once in CLIM? I learned that CROPWat can only select a pen or cli file for one site at a time, so how can I quickly figure out the water requirements for 150 sites for 10 years? Second question, how to check the corresponding year of pen and cli data of CLIM export site? The third question is, which criteria should I use when calculating effective rainfall? Fourthly, in about 14 minutes of the video, you mentioned that a variety of crops can be considered to calculate the water requirement of crops, but I don't quite understand it. Will the ETc calculated before be automatically updated when crop types are added? Fifth, for the soil type part, I just need to identify the crop types in my study area and choose from CROPWat? What I want to ask is, are the parameters of the same soil type uniform across countries?
Brightness is very low invisible
Very sorry for that my friend! I will try my best to improve next time!
I have the completed WaterGems tutorials for beginners. Please do a videos of designing water supply networks by importing a layouts from other sources like Google earth & QGIS. Thank you
Thanks, i will try to see what i can do🙏
Hello, I have recently been learning to use CROPWAt and CLIMWat and I want to calculate the crop water requirement for my country at the provincial scale for 2010-2020 and I have a few questions to ask you. Looking forward to your reply.
Hello, I have recently been learning to use CROPWAt and CLIMWat and I want to calculate the crop water requirement for my country at the provincial scale for 2010-2020 and I have a few questions to ask you. Looking forward to your reply. First, can I export 150 or so sites at once in CLIM? I learned that CROPWat can only select a pen or cli file for one site at a time, so how can I quickly figure out the water requirements for 150 sites for 10 years? Second question, how to check the corresponding year of pen and cli data of CLIM export site? The third question is, which criteria should I use when calculating effective rainfall? Fourthly, in about 14 minutes of the video, you mentioned that a variety of crops can be considered to calculate the water requirement of crops, but I don't quite understand it. Will the ETc calculated before be automatically updated when crop types are added? Fifth, for the soil type part, I just need to identify the crop types in my study area and choose from CROPWat? What I want to ask is, are the parameters of the same soil type uniform across countries?
Hello, I have recently been learning to use CROPWAt and CLIMWat and I want to calculate the crop water requirement for my country at the provincial scale for 2010-2020 and I have a few questions to ask you. Looking forward to your reply. First, can I export 150 or so sites at once in CLIM? I learned that CROPWat can only select a pen or cli file for one site at a time, so how can I quickly figure out the water requirements for 150 sites for 10 years? Second question, how to check the corresponding year of pen and cli data of CLIM export site? The third question is, which criteria should I use when calculating effective rainfall? Fourthly, in about 14 minutes of the video, you mentioned that a variety of crops can be considered to calculate the water requirement of crops, but I don't quite understand it. Will the ETc calculated before be automatically updated when crop types are added? Fifth, for the soil type part, I just need to identify the crop types in my study area and choose from CROPWat? What I want to ask is, are the parameters of the same soil type uniform across countries?
Thank you very much brother, Your explanation is crystal clear.
First, can I export 150 or so sites at once in CLIM? I learned that CROPWat can only select a pen or cli file for one site at a time, so how can I quickly figure out the water requirements for 150 sites for 10 years? Second question, how to check the corresponding year of pen and cli data of CLIM export site? The third question is, which criteria should I use when calculating effective rainfall? Fourthly, in about 14 minutes of the video, you mentioned that a variety of crops can be considered to calculate the water requirement of crops, but I don't quite understand it. Will the ETc calculated before be automatically updated when crop types are added? Fifth, for the soil type part, I just need to identify the crop types in my study area and choose from CROPWat? What I want to ask is, are the parameters of the same soil type uniform across countries?
Hello, I have recently been learning to use CROPWAt and CLIMWat and I want to calculate the crop water requirement for my country at the provincial scale for 2010-2020 and I have a few questions to ask you. Looking forward to your reply. First, can I export 150 or so sites at once in CLIM? I learned that CROPWat can only select a pen or cli file for one site at a time, so how can I quickly figure out the water requirements for 150 sites for 10 years? Second question, how to check the corresponding year of pen and cli data of CLIM export site? The third question is, which criteria should I use when calculating effective rainfall? Fourthly, in about 14 minutes of the video, you mentioned that a variety of crops can be considered to calculate the water requirement of crops, but I don't quite understand it. Will the ETc calculated before be automatically updated when crop types are added? Fifth, for the soil type part, I just need to identify the crop types in my study area and choose from CROPWat? What I want to ask is, are the parameters of the same soil type uniform across countries?
So nice of you!
@@HydroinformaticsAcademy CLIMWAT2.0 export My own research area site has two files, pen and cli files. First import the pen files into the ET0 module in CROPWAT8.0 and the following results appear. My question is what is the year of the exported data? How do I date the data? looking forward to a reply😭
You are doing a great job teaching watergems. I have a question and would appreciate your answer. If I want to pump water into a ground storage tank, at what height should the feed pipe enter the tank? Is there any guidelines? Note that the water in the ground storage tank will also be pumped into a treatment plant from the other side of the inlet point.
Hello! You are pumping from which source? Borehole? Borehole to underground (buried in the ground) tank?
@@HydroinformaticsAcademy I am pumping from a surface storage tank to a concrete tank buried partially in the ground.
Thank you for the clear and helpful videos. But if you can help me and answer my question. In this video when you opened the scheme for the pattern what is the unit of the numbers in front of each crop is it (mm) for ETc??
I did not get exactly where you are referring to but from my experience, the common unit of measure for ETc is mm or mm/day! So if you are talking about ETc then the unit of measure is mm!
Thank you for replying At 3:35 monthly values for each crop it actually does not say it's ETc values but I assumed so.