Professor Nidhi Trivedi

लाख दिक्कतें सही..धीरे से भी सही.. पर करना है बस...यह एटीट्यूड ही रखना है 🌞

TYPE 4 S CURVE METHOD NUMERICAL| S CURVE SOLVED EXAMPLE | S CURVE METHOD STEPS & NUMERICAL | S SURVE

S CURVE THEORY | S HYDROGRAPH CONCEPT | SUMMATION CURVE | EQUILBRIUM DISCHARGE IN S CURVE METHOD |UH

TYPE 3 PRINCIPLE OF SUPERPOSITION NUMERICAL| PRINCIPLE OF SUPERPOSITION UNIT HYDROGRAPH SUM | UH SUM

TYPE 2 SUM : UNIT HYDROGRAPH TO FLOOD HYDROGRAPH | UH TO FH NUMERICAL | STEPS & SOLVED EXAMPLE OF UH

TYPE 1 SUM : FLOOD HYDROGRAPH TO UNIT HYDROGRAPH | FH TO UH NUMERICAL | STEPS & SOLVED EXAMPLE OF UH

Unit Hydrograph Theory & Assumption in Detail | Unit Hydrograph Basics| Unit Hydrograph Concept| UH

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 4: Phi index & W index solved MCQ of 2 Mark| Find Runoff, Phi index & W index Example| GPSC MCQ

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

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

Design of lined canal | Solved Example of Design of Trapezoidal and Triangle section lined canal

Lacey's sum |Type 2 When silt factor is not given & side slope is different | Lacey's solved example

Lacey's sum | Type 1 when Silt factor is given & Side slope is 1/2 : 1 | Lacey's Design of canal

Lacey's theory Design step | Design step for Lacey's theory of canal Design | GPSC MCQ Question

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

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

Happy New year dear students🎉|Advice to all students regarding winter offline mode [Written] Exam