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(Location: IWMI-HQ Call no: PER Record No: H024951)
2 Dunglena. 1998. Rain water catchment system of Aizawal, the state capital of Mizoram, India. In Stockholm International Water Institute. Workshop 4B: Water harvesting - Water, the key to socio-economic development and quality of life, Stockholm Water Symposium, August 10-13, 1998. Stockholm, Sweden: SIWI. pp.35-39.
(Location: IWMI-HQ Call no: 333.91 G000 STO Record No: H025015)
(Location: IWMI HQ Call no: IIMI 631.7.2 G178 SMA Record No: H025764)
(2.2 MB)
(Location: IWMI-HQ Call no: P 5878 Record No: H028957)
5 Smakhtin, V. U. 2001. Estimating continuous monthly base flow time series and their possible applications in the contest of the ecological reserve. Water SA, 27(2):213-217.
(Location: IWMI-HQ Call no: P 5880 Record No: H028959)
(Location: IWMI-HQ Call no: P 5893 Record No: H028994)
(Location: IWMI-SEA Call no: 551.483 G000 FOS Record No: BKK-053)
(Location: IWMI-SEA Call no: 627 G000 HAA Record No: BKK-054)
(Location: IWMI-HQ Call no: IWMI 333.91 G000 SMA Record No: H028980)
(1.07 MB)
This paper describes a parsimonious approach for the evaluation of wetland hydrological functions, based on continuous observed streamflow records and flow duration curves. The functions evaluated are baseflow maintenance and flood attenuation, jointly referred to as flow regulation. The first step in this evaluation is to establish a reference hydrological condition. This condition is defined in terms of mean daily and instantaneous daily maximum flow time-series and their corresponding duration curves, assuming that there is no wetland in the catchment. Further steps include calculating the changes of various flow percentiles, caused by the presence of a wetland, detailed hydrograph analysis, baseflow analysis and analysis of changes in characteristics of continuous flow events above and below specified threshold discharges. The method is illustrated using the observed streamflow data in the catchment of the Rustenburg wetland in South Africa.
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