Hydrograph| Components of Hydrograph| Rising & Recession Limb | Crest| Peak Flow| Concentration Time

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#Hydrograph #Componentsofhydrograph #hydrology #gtu_exam

A hydrograph is a graph showing the rate of flow (discharge) versus time past a specific point in a river, channel, or conduit carrying flow. The rate of flow is typically expressed in cubic meters or cubic feet per second (cms or cfs). Hydrographs often relate change of precipitation to change of discharge over time

checkout the video listed below with link for better understanding:

Hydrograph| Components of Hydrograph| Rising & Recession Limb | Crest| Peak Flow| Concentration Time

Recording Rain Gauge | Automatic Rain Gauge | Weighing bucket| Tipping Bucket| Float Type Rain Gauge

Non Recording Rain gauge | Symon's Rain gauge | IMD Rain gauge | How Rainfall is Measured |Raingauge

Watershed | Catchment Area | Drainage Basin | Precipitation Area || What is Watershed in Hydrology ?

Hydrology & Hydrologic Cycle | Rainfall, Runoff, Evapotranspiration Infiltration in Hydrologic Cycle

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