CLC number: TV121
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2015-01-12
Cited: 2
Clicked: 5624
Citations: Bibtex RefMan EndNote GB/T7714
Qi-hua Ran, Qun Qian, Wei Li, Xu-dong Fu, Xiao Yu, Yue-ping Xu. Impact of earthquake-induced-landslides on hydrologic response of a steep mountainous catchment: a case study of the Wenchuan earthquake zone[J]. Journal of Zhejiang University Science A, 2015, 16(2): 131-142.
@article{title="Impact of earthquake-induced-landslides on hydrologic response of a steep mountainous catchment: a case study of the Wenchuan earthquake zone",
author="Qi-hua Ran, Qun Qian, Wei Li, Xu-dong Fu, Xiao Yu, Yue-ping Xu",
journal="Journal of Zhejiang University Science A",
volume="16",
number="2",
pages="131-142",
year="2015",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1400039"
}
%0 Journal Article
%T Impact of earthquake-induced-landslides on hydrologic response of a steep mountainous catchment: a case study of the Wenchuan earthquake zone
%A Qi-hua Ran
%A Qun Qian
%A Wei Li
%A Xu-dong Fu
%A Xiao Yu
%A Yue-ping Xu
%J Journal of Zhejiang University SCIENCE A
%V 16
%N 2
%P 131-142
%@ 1673-565X
%D 2015
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1400039
TY - JOUR
T1 - Impact of earthquake-induced-landslides on hydrologic response of a steep mountainous catchment: a case study of the Wenchuan earthquake zone
A1 - Qi-hua Ran
A1 - Qun Qian
A1 - Wei Li
A1 - Xu-dong Fu
A1 - Xiao Yu
A1 - Yue-ping Xu
J0 - Journal of Zhejiang University Science A
VL - 16
IS - 2
SP - 131
EP - 142
%@ 1673-565X
Y1 - 2015
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1400039
Abstract: earthquake-induced-landslides will change the underlying surface conditions (topography, vegetation cover rate, etc.), which consequently may influence the hydrologic response and then change the flash flood risk. The Jianpinggou catchment, located in the Wenchuan earthquake (occurred in Sichuan, China, 2008) affected area, is selected as the study area. The distribution of the landslides is obtained from the remote sensing image data. The changes of topography are obtained from the comparisons among digital elevation models (DEMs) during different periods. A physical-based model, the integrated hydrology model (InHM), is used to simulate the hydrologic response before and after the landslide. The influence of the underlying surface conditions is then discussed based on the simulation results. The results reveal that landslides cause significant effects on the hydrologic response, and the impact is proportional to the proportion of surface flow in the total runoff. The effect of landslides on the runoff is insignificant at the outlet, but obvious in the local area. The larger the rainfall, the more visible the impact, and the impact of landslides will increase rapidly at the threshold of the runoff (the total rainfall of 235 mm in 6 h in the study area), but there is a limit with the further enlarged rainfall. The improved understanding of the impact of landslides on the hydrologic response provides valuable theoretical support for storm flood forecasting.
[1]Bari, M.A., Smettem, K.R.J., Sivapalan, M., 2005. Understanding changes in annual runoff following land use changes: a systematic data-based approach. Hydrological Processes, 19(13):2463-2479.
[2]BeVille, S.H., Mirus, B.B., Ebel, B.A., et al., 2010. Using simulated hydrologic response to revisit the 1973 Lerida Court landslide. Environmental Earth Sciences, 61(6):1249-1257.
[3]Campana, N.A., Tucol, C.E.M., 2001. Predicting floods from urban development scenarios: case study of the Diiuvio Basin, Porto Alegre, Brazil. Urban Water, 3(1-2):113-124.
[4]Chen, J.C., 2011. Variability of impact of earthquake on debris-flow triggering conditions: case study of Chen-Yu-Lan watershed, Taiwan. Environmental Earth Sciences, 64(7):1787-1794.
[5]Chu, S.M., Yu, B., Li, L., et al., 2011. Forming mechanism and characteristics of debris flow happened on August 13, 2010 in Jianping Gully. Soil and Water Conservation in China, 8:52-54 (in Chinese).
[6]Cui, P., Zhuang, J.Q., Chen, X.C., et al., 2010. Characteristics and countermeasures of debris flow in Wenchuan area after the earthquake. Journal of Sichuan University (Engineering Science Edition), 42:10-19 (in Chinese).
[7]Cui, P., He, S.M., Yao, L.K., et al., 2011. Formation Mechanisms and Risk Assessment of Geological Hazards Triggered by the Wenchuan Earthquake. Science Press, Beijing (in Chinese).
[8]Dunne, T., Zhang, W.H., Aubry, B.F., 1991. Effects of rainfall, vegetation, and microtopography on infiltration and runoff. Water Resources Research, 27(9):2271-2285.
[9]Ebel, B.A., Loague, K., Montgomery, D.R., et al., 2008. Physics-based continuous simulation of long-term near-surface hydrologic response for the Coos Bay experimental catchment. Water Resources Research, 44(7):W07417.
[10]Ebel, B.A., Loague, K., Borja, R.I., 2010. The impacts of hysteresis on variably saturated hydrologic response and slope failure. Environmental Earth Sciences, 61(6):1215-1225.
[11]Gabet, E.J., Dunne, T., 2003. Sediment detachment by rain power. Water Resources Research, 39(1):ESG 1-1-ESG 1-12.
[12]Heppner, C.S., Loague, K., 2008. Characterizing long-term hydrologic-response and sediment-transport for the R-5 catchment. Journal of Environmental Quality, 37(6):2181-2191.
[13]Heppner, C.S., Ran, Q.H., VanderKwaak, J.E., et al., 2006. Adding sediment transport to the integrated hydrology model (InHM): development and testing. Advances in Water Resources, 29(6):930-943.
[14]Hong, N.M., Chu, H.J., Lin, Y.P., et al., 2010. Effects of land cover changes induced by large physical disturbances on hydrological responses in Central Taiwan. Environmental Monitoring and Assessment, 166(1-4):503-520.
[15]Liu, Q.Q., Singh, V. P., 2004. Effect of microtopography, slope length and gradient, and vegetative cover on overland flow through simulation. Journal of Hydrologic Engineering, 9(5):375-382.
[16]Liu, S.G., Wang, Z.Y., Gong, Z., et al., 2006. Physically based modeling and animation of tornado. Journal of Zhejiang University-SCIENCE A, 7(7):1099-1106.
[17]Loague, K., VanderKwaak, J.E., 2002. Simulating hydrological response for the R-5 catchment: comparison of two models and the impact of the roads. Hydrological Processes, 16(5):1015-1032.
[18]Loague, K., Heppner, C.S., Abrams, R.H., et al., 2005. Further testing of the integrated hydrology model (InHM): event-based simulations for a small rangeland catchment located near Chickasha, Oklahoma. Hydrological Processes, 19(7):1373-1398.
[19]Mirus, B.B., Loague, K., 2013. How runoff begins (and ends): characterizing hydrologic response at the catchment scale. Water Resources Research, 49(5):2987-3006.
[20]Mirus, B.B., Loague, K., VanderKwaak, J.E., et al., 2009. A hypothetical reality of Tarrawarra-like hydrologic response. Hydrological Processes, 23(7):1093-1103.
[21]Mirus, B.B., Ebel, B.A., Heppner, C.S., et al., 2011. Assessing the detail needed to capture rainfall-runoff dynamics with physics-based hydrologic response simulation. Water Resources Research, 47(3):W00H10.
[22]Nash, J.E., Sutcliffe, J.V., 1970. River flow forecasting through conceptual models, part I—a discussion of principles. Journal of Hydrology, 10(3):282-290.
[23]Ni, Z.Y., He, Z.W., Zhao, Y.B., et al., 2009. Study on vegetation coverage changes in Dujiangyan before and after Wenchuan earthquake. Research of Soil and Water Conservation, 16:45-48 (in Chinese).
[24]Qian, Q., Ran, Q.H., 2012. Numerical simulation of rainfall-runoff in Longmen mountain watershed. Journal of Hydraulic Engineering, 43(S2):88-93 (in Chinese).
[25]Ran, Q.H., Heppner, C.S., VanderKwaak, J.E., et al., 2007. Further testing of the integrated hydrology model (InHM): multiple-species sediment transport. Hydrological Processes, 21(11):1522-1531.
[26]Ran, Q.H., Loague, K., VanderKwaak, J.E., 2012. Hydrologic-response-driven sediment transport at a regional scale, process-based simulation. Hydrological Processes, 26(2):159-167.
[27]Ran, Q.H., Shi, Z.N., Xu, Y.P., 2013. Canonical correlation analysis of hydrological response and soil erosion under moving rainfall. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 14(5):353-361.
[28]Shi, M.J., Chen, K., 2004. Land degradation, government subsidy, and smallholders’ conservation decision: the case of the loess plateau in China. Journal of Zhejiang University-SCIENCE, 5(12):1533-1542.
[29]SPWRPD (Sichuan Provincial Water Resources and Power Department), 1984. Estimation Manual of the Storm-flood in Medium and Small Watersheds, Sichuan. Sichuan Provincial Water Resources and Power Department, Chengdu, China, p.2-8 (in Chinese).
[30]Sulis, M., Paniconi, C., Camporese, M., 2011. Impact of grid resolution on the integrated and distributed response of a coupled surface-subsurface hydrological model for the Des Anglais catchment, Quebec. Hydrological Processes, 25(12):1853-1865.
[31]VanderKwaak, J.E., 1999. Numerical Simulation of Flow and Chemical Transport in Integrated Surface-subsurface Hydrologic Systems. PhD Thesis, University of Waterloo, Waterloo.
[32]VanderKwaak, J.E., Loague, K., 2001. Hydrologic-response simulations for the R-5 catchment with a comprehensive physics-based model. Water Resources Research, 37(4):999-1013.
[33]van Genuchten, M.T., 1980. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Science Society of America Journal, 44(5):892-898.
[34]Xu, M.Z., Wang, Z.Y., Shi, W.J., et al., 2010. Mountain disaster chain induced by the Wenchuan earthquake in the Huoshiguo Gorge. Journal of Tsinghua University (Science and Technology), 50(9):1338-1341 (in Chinese).
[35]Zhang, W.H., Montgomery, D.R., 1994. Digital elevation model grid size, landscape representation, and hydrologic simulations. Water Resources Research, 30(4):1019-1028.
[36]Zheng, S.W., Mu, C.L., Chen, Z.M., et al., 2010. Simulations and analysis on the effects of forest on the hydrological processes in the upper reaches of Yangtze River. Acta Ecologica Sinica, 30(11):3046-3056 (in Chinese).
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