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Derivation of theoretical flows for the Colliford Reservoir model

By J.R. Blackie, C. Hughes and T.K.M Simpson
Topics: Hydrology
Publisher: Institute of Hydrology
Year: 1991
OAI identifier: oai:nora.nerc.ac.uk:14399

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Citations

  1. C r a l9 sh Il l W o o d 5. 0 1 K EY O bs er ve d flo e Pr ed .to be d fl. o
  2. (1941). Camel to Denby (49001) Area 208.8 km2 Velocity—area station Flows affected by Delank abstractions and by sewage inputs from
  3. (1985). Lumped Catchment Models. In: Hydrological Forecasting,
  4. Since no rainfall data prior to 1974 Could be acquired it was not possible to use the model to extend the flow record for this catchment.
  5. (1983). The estimation of catchment average point rainfall profiles.
  6. (1981). The Meteorological Office Rainfall and Evaporation Calculation System : MORECS. Meteorological Office, 67pp. 21
  7. (1972). The record has been extended using the model to cover the period from 1961. In view of the comments above it is recommended that the synthetic record be used in place of the observed record from 1969 to

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