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Type 2 : Phi & W index sum | When Rainfall rate or intensity & Runoff is given | Phi Index & W Index
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#phiindexsum #windexsum #hydrology
checkout the video listed below with link for better understanding:
Type 3: Phi Index & W Index sum| Rainfall intensity & Phi index given| Find Runoff & W Index| Windex
Type 2 : Phi & W index sum | When Rainfall rate or intensity & Runoff is given | Phi Index & W Index
Type 1: Phi index sum| when Precipitation & Runoff is given| find phi index & W index| Phi & W index
Type 4: Phi index & W index solved MCQ of 2 Mark| Find Runoff, Phi index & W index Example| GPSC MCQ
W Index | Infiltration Index | Difference between Phi index & W index in detail | Hydrology || GPSC
Phi Index | Infiltration Index | Infiltration Indices | Hydrology | Phi index assumption | GPSC MCQ
Infiltration Index| Infiltration Indices| Why infiltration rate is assumed constant| Hydrology| GPSC
Lacey's theory Design step | Design step for Lacey's theory of canal Design | GPSC MCQ Question
Lacey's sum | Type 1 when Silt factor is given & Side slope is 1/2 : 1 | Lacey's Design of canal
Lacey's sum |Type 2 When silt factor is not given & side slope is different | Lacey's solved example
Canal Design by Kennedy's theory Numerical || Type 2 method example of Kennedy's theory with details
Design of Channel by Kennedy's theory || Type 1 Kennedy's solved example with detail design steps
Design of Non Alluvial Channel Numerical with design steps || Canal Design for Non alluvial soil
Design of lined canal | Solved Example of Design of Trapezoidal and Triangle section lined canal
Water Requirement of crop Numerical || Consumptive use, Outlet Discharge, Delta & Design Discharge
Water requirement of crop Numerical || Sum of Discharge Required and Required capacity of Reservoir
Important question for GTU Irrigation engineering exam on 25/01/2021 || GTU 7th sem winter exam 2020
Fluid Mechanics Chapter wise playlist link is here:
Fluid statics (Pressure Measurements)
Laminar flow in pipe (Viscous flow)
Notch and weir
Fluid kinematics
Fluid dynamics
Total pressure and center of pressure
Hydroelectric power plant
Turbulent flow in pipes
Solved example of Turbulent flow
flow through pipe
Solved example of flow through pipe
Dimension analysis and similarities
Boundary Layer
Properties of fluids
open channel flow
Motivational video
#phiindexsum #windexsum #infiltationindexsum #infiltrationexample #infiltrationrate #windexindetail #waterresourceengineering #surfacerunoff #runoff #precipitation #infiltrationlossexample #avaragerateofloss #effectivetimeandeffctiverainfall #excessrainfallexample #windexinhydrology #phiindexinhydrolofy #civilengineering #gtusum #vtu #gpscmcq #gpsc #gateexample #phiindexinhindi #windexinhindi#phiindexandwindexexample #hydrologyinfiltrationindex #infiltrationlosscalculation #phiindexexample #windexexample #phi&windexsolvedexample#runoffcalculatation #phiindex#phiindexsolvedexample #hydrologysum #professornidhitrivedi
checkout the video listed below with link for better understanding:
Type 3: Phi Index & W Index sum| Rainfall intensity & Phi index given| Find Runoff & W Index| Windex
Type 2 : Phi & W index sum | When Rainfall rate or intensity & Runoff is given | Phi Index & W Index
Type 1: Phi index sum| when Precipitation & Runoff is given| find phi index & W index| Phi & W index
Type 4: Phi index & W index solved MCQ of 2 Mark| Find Runoff, Phi index & W index Example| GPSC MCQ
W Index | Infiltration Index | Difference between Phi index & W index in detail | Hydrology || GPSC
Phi Index | Infiltration Index | Infiltration Indices | Hydrology | Phi index assumption | GPSC MCQ
Infiltration Index| Infiltration Indices| Why infiltration rate is assumed constant| Hydrology| GPSC
Lacey's theory Design step | Design step for Lacey's theory of canal Design | GPSC MCQ Question
Lacey's sum | Type 1 when Silt factor is given & Side slope is 1/2 : 1 | Lacey's Design of canal
Lacey's sum |Type 2 When silt factor is not given & side slope is different | Lacey's solved example
Canal Design by Kennedy's theory Numerical || Type 2 method example of Kennedy's theory with details
Design of Channel by Kennedy's theory || Type 1 Kennedy's solved example with detail design steps
Design of Non Alluvial Channel Numerical with design steps || Canal Design for Non alluvial soil
Design of lined canal | Solved Example of Design of Trapezoidal and Triangle section lined canal
Water Requirement of crop Numerical || Consumptive use, Outlet Discharge, Delta & Design Discharge
Water requirement of crop Numerical || Sum of Discharge Required and Required capacity of Reservoir
Important question for GTU Irrigation engineering exam on 25/01/2021 || GTU 7th sem winter exam 2020
Fluid Mechanics Chapter wise playlist link is here:
Fluid statics (Pressure Measurements)
Laminar flow in pipe (Viscous flow)
Notch and weir
Fluid kinematics
Fluid dynamics
Total pressure and center of pressure
Hydroelectric power plant
Turbulent flow in pipes
Solved example of Turbulent flow
flow through pipe
Solved example of flow through pipe
Dimension analysis and similarities
Boundary Layer
Properties of fluids
open channel flow
Motivational video
#phiindexsum #windexsum #infiltationindexsum #infiltrationexample #infiltrationrate #windexindetail #waterresourceengineering #surfacerunoff #runoff #precipitation #infiltrationlossexample #avaragerateofloss #effectivetimeandeffctiverainfall #excessrainfallexample #windexinhydrology #phiindexinhydrolofy #civilengineering #gtusum #vtu #gpscmcq #gpsc #gateexample #phiindexinhindi #windexinhindi#phiindexandwindexexample #hydrologyinfiltrationindex #infiltrationlosscalculation #phiindexexample #windexexample #phi&windexsolvedexample#runoffcalculatation #phiindex#phiindexsolvedexample #hydrologysum #professornidhitrivedi
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