Prediction of flow duration curves for ungauged basins

被引:62
|
作者
Atieh, Maya [1 ]
Taylor, Graham [1 ]
Sattar, Ahmed M. A. [2 ]
Gharabaghi, Bahram [1 ]
机构
[1] Univ Guelph, Sch Engn, Guelph, ON N1G 2W1, Canada
[2] Cairo Univ, Fac Engn, Dept Irrigat & Hydraul, Giza, Egypt
基金
加拿大自然科学与工程研究理事会;
关键词
Regulated; Ungauged basins; Flow duration curves; Artificial neural networks; Genetic evolutionary program; GENE-EXPRESSION MODELS; NEURAL-NETWORKS MODEL; LONGITUDINAL DISPERSION; MURRUMBIDGEE RIVER; HYDROLOGIC REGIME; CLIMATE-CHANGE; DAMS; DOWNSTREAM; STREAMFLOW; IMPACTS;
D O I
10.1016/j.jhydrol.2016.12.048
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study presents novel models for prediction of flow Duration Curves (FDCs) at ungauged basins using artificial neural networks (ANN) and Gene Expression Programming (GEP) trained and tested using historical flow records from 171 unregulated and 89 regulated basins across North America. For the 89 regulated basins, FDCs were generated for both before and after flow regulation. Topographic, climatic, and land use characteristics are used to develop relationships between these basin characteristics and FDC statistical distribution parameters: mean (m) and variance (v). The two main hypotheses that flow regulation has negligible effect on the mean (m) while it the variance (v) were confirmed. The novel GEP model that predicts the mean (GEP-m) performed very well with high R-2 (0.9) and D (0.95) values and low RAE value of 0.25. The simple regression model that predicts the variance (REG-v) was developed as a function of the mean (m) and a flow regulation index (R). The measured performance and uncertainty analysis indicated that the ANN-m was the best performing model with R-2 (0.97), RAE (0.21), D (0.93) and the lowest 95% confidence prediction error interval (+0.22 to +3.49). Both GEP and ANN models were most sensitive to drainage area followed by mean annual precipitation, apportionment entropy disorder index, and shape factor. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:383 / 394
页数:12
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