Видео

In this video, I presented how to style the labels of the contour lines in QGIS following an easy way without the need to write if conditions

In this video, I presented how to drain the Presssure Relief Valve Chamber due to the water realeased out of the valve to protect a transmission line against water hammer. Link to previous video: ruclips.net/video/RF1DAY3sp-A/видео.html

In this episode I discussed some important comments regarding Manning and Chezy equation. I also presented two methods that could be used to determine the flow capacity in compound sections with varied roughness. I solved one example in this regard.

In this video, I introduced chezy equation then Manning equation for the open channel flow. I discussed the factors affecting Chezy coefficient. I also discussed how to get a rough estimate for Manning coefficient. I solved one example that shows how to use Manning equation to get the capacity of a channel

In this video I presented a workflow that could be used to enter the network topology of a water distribution faster then to hydraulically design this network via QGIS using QWATER plugin. I solved a practical problem from A to Z to help the audiance grasb the idea presented.

In this video I presented from A to Z how to design a water distribution network using QGIS and Plugin Qwater

This video discusses how to import data from EPANET model to QGIS

This is the second part of a number of videos that discusses how to use QGIS to prepare data for a gravity transmission line to be imported to EPANET then to Alleivi package.

In this video, I presented how to use qgis to prepare the data entry required for building (a gravity water transmission line model in EPANET) via QGIS

In this video, I defined the reservoir routing and I solved a problem using Excel and based on the hydrological modified pulse method.

In this video, I gave a breif introduction about the convolution of a unit hydrograph to get the full hydrograph and I solved an example using Excel

In this part, I presented how to use HY8 free package to carry out hydraulic design of a culvert

In this video (part 1) I gave a general introduction about some practical aspects related to the hydraulic design of a culvert.

This is the second part of a group of videos that is devoted to the design of WDN using EpaNet. In this episode, we will conduct the hydraulic design of the network that was built in part 1 using EpaNet. More attention will be given to satisfying the pressure and velocity constraints while sizing the pipes in the network.

WDN Using EpaNet- Part1

How to Use ChatGPT & PPT-AI to make a Presentation (in Arabic)

What Is A Water Pump

Part 6 Hands On Training for Pressure Relief Valve

Part 5- Introduction to Pressure Relief Valves

Protection Of PumpTripOut via Air Vessels by Solving Example using Allievi (part 4)

Water Hammer Analysis of PumpTrip Out Using Allievi (Part 3)

Water Hammer-Valve Closure Using Allievi-Part 1

Introduction To Water Hammer Analysis Using Allievi-(Part1 Software Installation)

Minimum Spanning Tree Using QGIS

Multi Criteria Decision Analysis (MCDA)

Shortest Path-Part 3 Dijkistra Method

Min Cost Flow Problem & Minimum Cut Method

Sensitivity Analysis Using Excel Solver

Sensitivity Analysis Range Of Optimality