Volume 35, Issue 2 e14027
ENVIRONMENTAL FLOW MECHANISM AND MANAGEMENT FOR RIVER-LAKE-MARSH SYSTEMS

Sustaining environmental flows in water-deficient rivers via inter-basin hydropower transfer

Ting Gao

Ting Gao

State Key Laboratory of Water Environment Simulation, School of Environment, Beijing Normal University, Beijing, China

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Hongrui Liu

Hongrui Liu

State Key Laboratory of Water Environment Simulation, School of Environment, Beijing Normal University, Beijing, China

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Yuanyuan Sun

Corresponding Author

Yuanyuan Sun

State Key Laboratory of Water Environment Simulation, School of Environment, Beijing Normal University, Beijing, China

Correspondence

Yuanyuan Sun, State Key Laboratory of Water Environment Simulation, School of Environment, Beijing Normal University, No. 19 Xinjiekouwai Street, Beijing 100875, China.

Email: [email protected]

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Enze Zhang

Enze Zhang

State Key Laboratory of Water Environment Simulation, School of Environment, Beijing Normal University, Beijing, China

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First published: 30 December 2020
Citations: 5
Funding information The National Key R&D Program of China, Grant/Award Number: 2017YFC0404504; The National Natural Science Foundation of China, Grant/Award Number: 52079007

Abstract

In water-deficient rivers, environmental flows (e-flows) are usually sustained via inter-basin water transfer projects from water-sufficient rivers, but these projects incur tremendous costs and may lead to many negative ecological effects, such as ecological invasion. This research proposed to transfer hydropower instead of water from water-sufficient rivers, because hydropower could substitute for water to promote economic development and reduce water withdrawal from water-deficient rivers (conserved water). In addition, based on the analysis of eco-hydrological processes, the flow regime alteration plays an important role in restoring riverine ecosystem. With the goal of minimum flow regime alternation, we set up two scenarios to distribute the annual conserved water, and determined the optimal amount of transferred hydropower and the optimal use of conserved water, which could effectively sustain the e-flows. Accordingly, this paper established a computable general equilibrium model to analyse the substitution of hydropower for water in a water-deficient river basin, and determined the water withdrawal volume that could be reduced. We adopted a range-of-variability approach to measure the degree of flow regime alteration, and optimized the flow regime management scheme. The Luanhe River Basin was adopted as a study case. The results showed that: the water-hydropower equivalent decreased as the transferred hydropower into the Luanhe River Basin increased; a transferred hydropower amount of 22.46 kWh/s, equivalent to 18.30 m3/s conserved water, was optimal for the river basin; the conserved water should be distributed to the Luanhe River in the proportions of 0.55:0.1:0.35 during the wet, normal and dry seasons, respectively, which is the optimal scheme to sustain the hydrological processes of the river.

CONFLICT OF INTEREST

The authors declare there is no conflict of interest.

DATA AVAILABILITY STATEMENT

The data that support the findings of this study are available from the corresponding author upon reasonable request.

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