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PROJECT REVIEW TOPIC : RAINFALL RUNOFF MODELLING USING HEC-HMS SOFTWARE Group members: Sukrit Malhotra (11BCL1071) Pushp Aggarwal (11BCL1053) Project Coordinator: Dr. Bindhu V.M
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Page 1: RAINFALL RUNOFF MODELLING                USING HEC-HMS

PROJECT REVIEW

TOPIC: RAINFALL RUNOFF MODELLING

USING HEC-HMS SOFTWARE

Group members:

Sukrit Malhotra (11BCL1071)

Pushp Aggarwal (11BCL1053)

Project Coordinator:

Dr. Bindhu V.M

Page 2: RAINFALL RUNOFF MODELLING                USING HEC-HMS
Page 3: RAINFALL RUNOFF MODELLING                USING HEC-HMS

IntroductionHydrological Model is a simplified representation of natural system.

Model is necessary for efficient planning and management. It provides

information that can help us to

Be proactive and control a situation at the time of floods

Estimate the increase in the volume.

Regulate floodplain activities

Operate or evaluate existing hydraulic-structures

Studying and simulating rainfall runoff process.

Learning the basic concepts of modelling software

Preparation of draft model

Using different hydrologic elements available

Computing and modelling run off

Objective

Page 4: RAINFALL RUNOFF MODELLING                USING HEC-HMS

Work Procedure

Page 5: RAINFALL RUNOFF MODELLING                USING HEC-HMS

HEC-HMS Model

Cultivated land

CN-71

Residential area,

impervious 20

CN-68

Good condition

grass cover

CN - 61

Page 6: RAINFALL RUNOFF MODELLING                USING HEC-HMS

Model Layout

Sub-basin

Junction

Metrological models

Precipitation data

Control Specification

Basin

Compute simulation run

Results

Page 7: RAINFALL RUNOFF MODELLING                USING HEC-HMS

Method to Compute lossesTo compute the losses(i.e. infiltration, evaporation or other volume losses) we have used “The SCS curve number (CN) loss model”

CN=??

Page 8: RAINFALL RUNOFF MODELLING                USING HEC-HMS
Page 9: RAINFALL RUNOFF MODELLING                USING HEC-HMS
Page 10: RAINFALL RUNOFF MODELLING                USING HEC-HMS

Effect of lag time in hydrographEffect of curve number and impervious percentage

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