Strategic siting and design of dams minimizes impacts on seasonal floodplain inundation

Simbidzayi Hatchard*, Rafael Schmitt, Francesca Pianosi, James Savage, Paul D Bates

*Corresponding author for this work

Research output: Contribution to journalArticle (Academic Journal)peer-review

6 Citations (Scopus)

Abstract

Dams and reservoirs aid economic development but also create significant negative impacts. Dams fragment rivers and reduce longitudinal connectivity on a network scale. However, dams may also alter discharge regimes and flood peaks, consequently reducing floodplain inundation and lateral channel floodplain connectivity, which impacts floodplain associated ecosystems. Strategic planning has emerged as a promising approach to find a balance between dam impacts and benefits. Yet, strategic planning has predominantly focused on longitudinal connectivity due to the difficulty of including the complex interactions between dam design and operations, hydrologic regime alteration, and the hydrodynamic processes controlling downstream flood extent. Here, we present how to reduce conflicts between hydropower development and loss of floodplain inundation extent by jointly optimizing siting and design of many dams in a data scarce basin. We deploy a coupled hydrological - hydraulic simulation model linked to a multiobjective optimization framework to find development options with the least trade-offs between power generation and downstream impacts on floodplains. Our results for the Pungwe Basin in Mozambique indicate that whilst portfolios of many small storage and run-of-river diversion hydropower plants might create less impacts on the downstream floodplains, installation of some large storage dams would be necessary to attain higher levels of hydropower generation.
Original languageEnglish
Article number084011
JournalEnvironmental Research Letters
Volume18
Issue number8
Early online date23 Jun 2023
DOIs
Publication statusE-pub ahead of print - 23 Jun 2023

Bibliographical note

Funding Information:
The authors would like to thank the two referees for their thorough review which improved the manuscript. The authors extend their thanks to Fathom for the use of their flood model to generate the results included herein. Simbi Hatchard was funded by the WISE CDT, as part of the Engineering and Physical Sciences Research Council (EPSRC) Grant Number EP/L016214/1.

Publisher Copyright:
© 2023 The Author(s). Published by IOP Publishing Ltd.

Research Groups and Themes

  • Water and Environmental Engineering

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