Design Flood Hydrograph

CWC Synthetic Unit Hydrograph Method & Hydrograph Routing

1
Catchment Inputs
2
Unit Hydrograph
3
Flood Hydrograph

Catchment Characteristics

Enter the physical characteristics of the catchment. These parameters are used to derive the Synthetic Unit Hydrograph from the CWC sub-zonal regression equations.

Physical Parameters
km²
Area must be a positive number.
km
Length must be a positive number.
km
Centroid length must be positive.
m/km
Slope must be positive.
CWC Sub-Zone Selection
Please select a CWC Sub-Zone.

The Synthetic Unit Hydrograph is derived from these inputs alone. You will configure the design storm on the next step.

CWC Homogeneous Sub-Zones Map

Hydrometeorological homogeneous subzones as per CWC. Click on the map thumbnail below to open the interactive viewer where you can zoom in/out and drag to pan.

CWC Homogeneous Subzones Map Thumbnail
Click to Zoom & Pan
Source: MANUAL ON ESTIMATION OF DESIGN FLOOD, March 2001, by Hydrology Studies Organisation, Central Water Commision.