Erosion Transportation Processes as Influenced by Gully Land Consolidation Projects in Highly Managed Small Watersheds in the Loess Hilly–Gully Region, China
Qianqian Ji,
Zhe Gao,
Xingyao Li,
Jian’en Gao,
Gen’guang Zhang,
Rafiq Ahmad,
Gang Liu,
Yuanyuan Zhang,
Wenzheng Li,
Fanfan Zhou,
Sixuan Liu
Affiliations
Qianqian Ji
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Zhe Gao
College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, China
Xingyao Li
College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, China
Jian’en Gao
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Gen’guang Zhang
College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling 712100, China
Rafiq Ahmad
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Gang Liu
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Yuanyuan Zhang
Institute of Soil and Water Conservation, Chinese Academy of Sciences and Ministry of Water Resources, Yangling 712100, China
Wenzheng Li
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Fanfan Zhou
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
Sixuan Liu
Institute of Soil and Water Conservation, Northwest A&F University, Yangling 712100, China
The Loess Hilly–Gully region (LHGR) is the most serious soil erosion area in the world. For the small watershed with high management in this area, the scientific problem that has been paid attention to in recent years is the impact of the land consolidation project on the erosion environment in the gully region. In this study, the 3D simulation method of vegetation, eroded sediment and pollutant transport was innovated based on the principles of erosion sediment dynamics and similarity theory, and the impacts of GLCP were analyzed on the erosion environment at different scales. The verification results show that the design method and the scale conversion relationship (geometric scale: λl = 100) were reasonable and could simulate the transport process on the complex underlying surface of a small watershed. Compared with untreated watersheds, a significant change was the current flood peak lagging behind the sediment peak. There were two important critical values of GLCP impact on the erosion environment. The erosion transport in HMSW had no change when the proportion was less than 0.85%, and increased obviously when it was greater than 3.3%. The above results have important theoretical and practical significance for watershed simulation and land-use management in HMSW.