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Influence of check dams on flood hydrology across varying stages of their lifespan in a highly erodible Catchment, Loess Plateau of China

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TLDR
In this article, a coupled hydrological and hydraulic modeling approach was applied to simulate the flooding process in different stages of deposition and topographic changes in a check dam reservoir, and the results suggest a paradigm shift of the dam effect on flood attributes, which transits from a total interception in the early stage of a dam to peak reduction and flood detention, rather than a complete loss of flood control functions, when it approaches the maximum capacity of sedimentation.
Abstract
Check dams are applied worldwide as an effective approach for soil conservation. Its effect on hydrology, however, has not been fully understood. As a critical step towards revealing the lumped effect of check dams at the regional scale, this study explored the modified flood hydrology induced by check dams in a representative highly erodible catchment in the Loess Plateau, China. A coupled hydrological and hydraulic modeling approach was applied to simulate the flooding process in different stages of deposition and topographic changes in a check dam reservoir. The results suggest a paradigm shift of the dam effect on flood attributes, which transits from a total interception in the early stage of the dam to peak reduction and flood detention, rather than a complete loss of flood control functions, when it approaches the maximum capacity of sedimentation. Under the same level of deposition, the reduction of a minor flood by a check dam was higher than that of a major flood. The topographic changes contributed to the reduction of flood peak appreciably by reducing the flow velocity and retarding the flood propagation. Noticeably, this reduction was augmented with the advancement of siltation and topographic changes, indicating the persistence of the hydrologic effects of check dams in the long run. As a result of these hydrological changes, the reduction in the flood flow velocity induced by check dams suggests substantial reductions in sediment transport and channel erosion during floods. In addition, a dam system containing multiple, cascading check dams exhibits much more significant effect in modifying both hydrologic and hydraulic properties of flood than individual dams. The current research provides a mechanistic understanding of the effects of check dams on catchment hydrology under heavy rainstorm conditions in small catchments.

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Grass coverage and the runoff path length decreased by sedimentation have synergistic effects on runoff and sediment yields in a slope-gully system, revealed by rainfall simulation experiments

TL;DR: In this paper , the synergistic effects of vegetation and check dams to reduce the runoff and sediment yields of the slope-gully system has not been addressed often, and the combination of grass coverage and RPLD could control water erosion of slope gully systems more effectively than the independent measures.
Journal ArticleDOI

Evolution of the Relationship between Runoff and Sediment Transport during Flood Event in the Chabagou Watershed of the Loess Plateau

TL;DR: Wang et al. as discussed by the authors studied the evolution of runoff and sediment transport characteristics during flood events in the Chabagou watershed, and reveal its influencing factors in both periods. But they did not consider the effect of rainfall on sediment transport.
Journal ArticleDOI

Erosion intensity and check dam size affect the horizontal and vertical distribution of soil particles, carbon and nitrogen: Evidence from China’s Loess Plateau

TL;DR: In this paper , the horizontal and vertical distributions of soil particles, organic C (OC), and total N (TN) in check dams of various sizes and erosion intensities in the Loess Plateau were compared.
Journal ArticleDOI

Regulation of Flood Dynamics by a Check Dam System in a Typical Ecological Construction Watershed on the Loess Plateau, China

Binhua Zhao, +2 more
- 25 May 2023 - 
TL;DR: In this paper , the influence of check dams on the dynamics of sub-storm floods over different return periods by coupling the one-dimensional hydrodynamic MIKE 11 model with the distributed hydrological MIKE SHE model was investigated.
Posted ContentDOI

A Bibliometric Analysis and Review of Trends in Erosion and Sedimentation studies

TL;DR: In this article , a bibliometric analysis considering 1000 research articles database extracted from the Web of science has been conducted in the Biblioshiny platform using the R-programming tool.
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Journal ArticleDOI

River flow forecasting through conceptual models part I — A discussion of principles☆

TL;DR: In this article, the principles governing the application of the conceptual model technique to river flow forecasting are discussed and the necessity for a systematic approach to the development and testing of the model is explained and some preliminary ideas suggested.
Journal ArticleDOI

Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations

TL;DR: In this paper, the authors present guidelines for watershed model evaluation based on the review results and project-specific considerations, including single-event simulation, quality and quantity of measured data, model calibration procedure, evaluation time step, and project scope and magnitude.
Journal ArticleDOI

Soil and water conservation on the Loess Plateau in China: review and perspective:

TL;DR: In this paper, the lessons and experiences regarding soil and water conservation in the Loess Plateau in the past decades are analyzed first, and then urgent problems are elaborated, such as the contradiction between land resource and human population, shortage of water both in amount and tempospatial distribution for vegetation growth, weak awareness of the problems of soil conservation by local officials, and poor public participation in soil and Water conservation.
Journal ArticleDOI

Methodology for construction, calibration and validation of a national hydrological model for Denmark

TL;DR: In this article, an integrated groundwater/surface water hydrological model with a 1 km2 grid has been constructed for Denmark covering 43,000 km2, composed of a relatively simple root zone component for estimating the net precipitation, a comprehensive three-dimensional groundwater component to estimate recharge to and hydraulic heads in different geological layers, and a river component for streamflow routing and calculating stream-aquifer interaction.
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