Hydrological Modelling in Ungauged Watersheds.

Abstract

A version of MILHY in which the Curve Number procedure for runoff generation is replaced by a finite difference infiltration scheme is presented. The revised model (MILHY2) is applied in an ungauged context to five catchments in the United States. It is shown that in these, and previous applications, MILHY2 provides improved estimations of both time to peak discharge and peak discharge, compared with MILHY. The Fortran code for MILHY2 is presented in the report. Keywords: Streamflow forecasting.

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Document Details

Document Type
Technical Report
Publication Date
Feb 01, 1986
Accession Number
ADA167394

Entities

People

  • Malcolm G. Anderson
  • S. Howes

Organizations

  • University of Bristol

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  • Materials and Manufacturing Processes

DTIC Thesaurus Topics

  • Abstracts
  • Accuracy
  • Classification
  • Computer Programs
  • Computers
  • Drainage Basins
  • Flow Rate
  • Geography
  • Measurement
  • Moisture Content
  • Plastic Explosives
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  • Topography
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  • United States

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