W
Wei Ding
Researcher at Dalian University of Technology
Publications - 28
Citations - 709
Wei Ding is an academic researcher from Dalian University of Technology. The author has contributed to research in topics: Water resources & Flood myth. The author has an hindex of 8, co-authored 28 publications receiving 373 citations. Previous affiliations of Wei Ding include Urbana University.
Papers
More filters
Journal ArticleDOI
Water-energy-food nexus: Concepts, questions and methodologies
TL;DR: A state-of-the-art review on the concepts, research questions and methodologies in the field of water-energy-food, and future research challenges are identified, including system boundary, data uncertainty and modelling, underlying mechanism of nexus issues and system performance evaluation.
Journal ArticleDOI
An analytical framework for flood water conservation considering forecast uncertainty and acceptable risk
TL;DR: In this article, a two-stage model for dynamic control of the flood-limited water level (the maximum allowed water level during the flood season, DC-FLWL) is established considering forecast uncertainty and acceptable flood risk.
Journal ArticleDOI
Quantifying the relative contribution of climate and human impacts on seasonal streamflow
TL;DR: In this article, the authors extended the decomposition method based on Budyko equation to the seasonal scale for quantifying the climate and direct human impacts on annual and seasonal streamflow changes in Huifa River basin by defining prechange period (1953-1974) and post change period (1975-2005).
Journal ArticleDOI
Flash Flood Forecasting Based on Long Short-Term Memory Networks
TL;DR: The study provides a new approach for flash flood forecasting and the highly accurate forecast contributes to prepare for and mitigate disasters.
Journal ArticleDOI
Multiobjective hedging rules for flood water conservation
TL;DR: In this paper, the individual and joint effects of these two factors on the trade-off between flood control and water conservation, using a multi-objective, two-stage reservoir optimal operation model, are discussed.