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PROJECT REVIEW 
TOPIC: RAINFALLRUNOFFMODELLING 
USING HEC-HMS SOFTWARE 
Group members: 
Sukrit Malhotra (11BCL1071) 
Pushp Aggarwal (11BCL1053) 
Project Coordinator: 
Dr. Bindhu V.M
Introduction 
Hydrological 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 
Objective 
 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
Work Procedure
HEC-HMS Model 
Cultivated land 
CN-71 
Residential area, 
impervious 20 
CN-68 
Good condition 
grass cover 
CN - 61
Model Layout 
Basin 
Sub-basin 
Junction 
Precipitation data 
Metrological models 
Control Specification 
Compute simulation run 
Results
Method to Compute losses 
To compute the losses(i.e. infiltration, evaporation or other volume 
losses) we have used “The SCS curve number (CN) loss model” 
CN=??
EEffffeecctt ooff claugrv teim neu minb heyr darnodg irmapphervious percentage 
THANK YOU

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RAINFALL RUNOFF MODELLING USING HEC-HMS

  • 1. PROJECT REVIEW TOPIC: RAINFALLRUNOFFMODELLING USING HEC-HMS SOFTWARE Group members: Sukrit Malhotra (11BCL1071) Pushp Aggarwal (11BCL1053) Project Coordinator: Dr. Bindhu V.M
  • 2.
  • 3. Introduction Hydrological 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 Objective  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
  • 5. HEC-HMS Model Cultivated land CN-71 Residential area, impervious 20 CN-68 Good condition grass cover CN - 61
  • 6. Model Layout Basin Sub-basin Junction Precipitation data Metrological models Control Specification Compute simulation run Results
  • 7. Method to Compute losses To compute the losses(i.e. infiltration, evaporation or other volume losses) we have used “The SCS curve number (CN) loss model” CN=??
  • 8.
  • 9.
  • 10. EEffffeecctt ooff claugrv teim neu minb heyr darnodg irmapphervious percentage THANK YOU