## Abstract Instream flows are essential determinants of channel morphology, riparian and aquatic flora and fauna, water quality estuarine inflow and stream load transport. The ecological and environmental instream flow requirements (EEIFR) should be estimated to make the exploitation and utilizati
Instream flow requirements for sediment transport in the lower Weihe River
β Scribed by Jinxi Song; Zongxue Xu; Yanghe Hui; Huaien Li; Qi Li
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- English
- Weight
- 181 KB
- Volume
- 24
- Category
- Article
- ISSN
- 0885-6087
- DOI
- 10.1002/hyp.7780
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β¦ Synopsis
Abstract
Estimation of instream flow requirements for sediment transport (IFRST) in the downstream Weihe River is important for the maintenance of a healthy ecosystem of the river. In this study, the IFRST for the lower Weihe River is estimated on the basis of the observed hydrological data during the period 1960β2001. The results showed that the mean annual IFRSTs for the reach between Lintong and Huaxian and the reach below Huaxian were 6Β·85 and 7Β·62 billion m^3^/year, respectively, and the standard errors were 0Β·50 and 0Β·76 billion m^3^/year, respectively. The results also showed that the Sanmenxia Reservoir is an important driver for the changes in channel morphology and hydraulics, as well as the IFRST. Furthermore, according to the hydrological frequency (p value) estimated from annual instream flow data during the period 1960β2001, four typical years (p = 25%, 50%, 75% and 90%) for the two reaches of the Weihe River were determined. The analysis showed that the IFRST has a negative power functional relationship with the sediment concentration. On the basis of the efficiency coefficients (R^2^) during three subβperiods 1960β1973, 1974β1990 and 1991β2001, the annual IFRSTs in the above two reaches for the four typical years were estimated under different deposition and erosionβdeposition conditions. The results provide useful references for restoration and water resource management of the Weihe River. Copyright Β© 2010 John Wiley & Sons, Ltd.
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