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Disentangling streamflow impacts of check dams from vegetation changes
被引:0
作者:
Luan, Jinkai
[1
,2
,3
,4
]
Zhang, Yongqiang
[1
]
Li, Xiaojie
[1
]
Ma, Ning
[1
]
Naeem, Shahid
[1
]
Xu, Zhenwu
[1
,2
]
Miao, Ping
[5
]
Wang, Ruidong
[6
]
机构:
[1] Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, Key Lab Water Cycle & Related Land Surface Proc, Beijing 100101, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Nanjing Univ Informat Sci & Technol, Key Lab Hydrometeorol Disaster Mech & Warning, Minist Water Resources, Nanjing 210044, Peoples R China
[4] Nanjing Univ Informat Sci & Technol, Sch Hydrol & Water Resources, Nanjing 210044, Peoples R China
[5] Ordos Water Conservancy Bur, River & Lake Protect Ctr, Ordos 017000, Inner Mongolia, Peoples R China
[6] Ordos Hydrol & Water Resources Subctr, Ordos 017000, Inner Mongolia, Peoples R China
基金:
中国国家自然科学基金;
关键词:
Check dam;
Streamflow;
Vegetation greening;
Catchment;
Hydrological model;
SUSPENDED SEDIMENT SOURCES;
YELLOW-RIVER BASIN;
LOESS PLATEAU;
CLIMATE VARIABILITY;
WATER CONSERVATION;
RUNOFF;
SOIL;
MODEL;
CATCHMENT;
CHINA;
D O I:
10.1016/j.jhydrol.2024.131477
中图分类号:
TU [建筑科学];
学科分类号:
0813 ;
摘要:
Check dam is an important soil and water conservation engineering measure to prevent and control the soil erosion in the Loess Plateau. However, how check dams influence catchment streamflow process remains largely unclear. This study develops a check dam operation module within SWAT model, which is then coupled with Penmen-Monteith-Leuning (PML)-V2 evapotranspiration model. The coupled model is finally used to disentangle streamflow impacts of check dam from vegetation changes by considering four scenarios: vegetation greening and normal operation of check dam, vegetation greening and maximum operation of check dam, vegetation greening only, and no-impact. Our results indicated a progressive increase in water reduction, with the gradual construction of check dams over the years. The vegetation greening plays a major role in reducing catchment streamflow by 9.9 % to 19.8 % in three studied catchments. The check dam under normal operation shows marginal impacted on streamflow (the three studied catchments experienced streamflow reduction ranging from 2.9 % to 4.9 %), though the maximum check dam operation had the largest impact (the proportion of streamflow reduction ranges from 28.2 % to 54.2 %). This study can help understanding the impacts of different check dam constructions and operations on streamflow, which is helpful for planning sustainable water resources.
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页数:15
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