Time distribution of design storm rainfall over various sub-catchments of river Mahanadi

Authors

  • K. MUKHERJEE
  • N.Y. APTE

DOI:

https://doi.org/10.54302/mausam.v41i1.2321

Abstract

In estimation of design flood a basic parameter used is design storm. Design storm computation includes spatial and temporal distribution of rainfall .In the present study an attempt has been made to compare the values of time distribution of rainfall of different sub-catchments of the river Mahanadi with that of the entire catchment.

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Published

01-01-1990

How to Cite

[1]
K. . MUKHERJEE and N. . APTE, “Time distribution of design storm rainfall over various sub-catchments of river Mahanadi”, MAUSAM, vol. 41, no. 1, pp. 89–92, Jan. 1990.

Issue

Vol. 41 No. 1 (1990): Mausam

Section

Shorter Contribution

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