138
8 Sediment-Storage Effects of Check-Dam …
Shi H, Tian J L, Liu P L. 1997b. Study on relationship of slope-gully erosion in a small watershed
by simulation experiment. Journal of Soil Erosion and Soil and Water Conservation, 3(1): 30–33
(in Chinese).
Sidorchuk A. 1999. Dynamic and static models of gully erosion. Catena, 37(3–4): 401–414.
Tian Y H, Fu M S, Mu Z L, et al. 2003. Key technology to construct the check dam system. China
Water Resources, (17): 59–61 (in Chinese).
Tian Y H, Liu H J, Yang M, et al. 2004. Relative stability condition and feasibility of the check-dam
system in the small watershed of the Loess Plateau// Scientific Extension Center of Water Conservancy Department and Association for Yellow River Research. Proceeding of the Workshop on
Key Technology Check-Dam System Construction in the Small Watershed of the Loess Plateau.
Zhengzhou: 21–24 (in Chinese).
Timmons M B. 1984. Use of physical models to predict the fluid motion in slot-ventilated livestock
structures. Transactions of the ASAE, 27(2): 502–507.
Wan S C, Lin L X, Wan Y Q. 1995. A nonlinear programming model for study on optimization
planning of a dam system. Journal of Wuhan University of Hydraulic and Electric Engineering,
28(3): 260–266 (in Chinese).
Wang Y S, Ma H. 2003. Research and application on the relative stability coefficient of check-dam
system. China Water Resources, (17): 57–58 (in Chinese).
Warburton J, Davies T R H, Mandl M G. 1993. A meso-scale field investigation of channel change
and floodplain characteristics in an upland braided gravel-bed river, New Zealand. Geological
Society, London Special, Publications, 75(1): 241–255.
Warburton J, Danks M, Wishart D. 2002. Stability of an upland gravel-bed stream, Swinhope Burn,
Northern England. Catena, 49(4): 309–329.
Wu Y C. 1994. Synchronous optimization among silt arrester system, dam height and damming
period with region-varied linear programme. Journal of Soil Erosion and Soil and Water
Conservation, 8(4): 60–65,90 (in Chinese).
Wu Y C, Huang L. 1995. Existing condition of the best time of key dam system construction and
calculation of actual silting-up date. Soil and Water Conservation in China, (6): 21–24,62 (in
Chinese).
Xu M, Wang G. 2000. To accelerate the construction of check-dams in the Loess Plateau. Yellow
River, 22(1): 26–28 (in Chinese).
Xu X Z, Zhang H W. 2004. A method to design scaled model experiment for dam programming
in the small watershed of Loess Plateau, China// The Yellow River Conservancy Commission.
Proceedings of Model based Loess Plateau. Xi’an: 142–149 (in Chinese).
Xu X Z, Zhang H W, Zhang O Y. 2004a. Development of check-dam systems in gullies on the Loess
Plateau, China. Environmental Science and Policy, 7(2): 79–86.
Xu X Z, Zhang H W, Zhu M D. 2004b. Study on measuring method of particle size of raindrop and
its improvement. Soil and Water Conservation in China, (2): 22–24 (in Chinese).
Xu X Z, Zhang H W, Xu S G, et al. 2009. Effects of dam construction sequences on soil conservation
efficiency of a check-dam system. Journal of Beijing Forestry University, 31(1): 139–144 (in
Chinese).
Yuan J P, Jiang D S, Gan S. 2000a. Simulated experiment on normal integral model of different
control degrees for small watershed. Journal of Natural Resources, 15(1): 91–96 (in Chinese).
Yuan J P, Lei T W, Jiang D S, et al. 2000b. Simulated experimental study on normalized integrated
model for different degrees of erosion control for small watersheds. Transactions of the Chinese
Society of Agricultural Engineering, 16(1): 22–25 (in Chinese).
Zeng M L, Fang X M, Kang L L, et al. 1995. Relative steadiness of development of valley-dam
system is absolutely feasible. Yellow River, (4): 18–21 (in Chinese).
Zeng M L, Zhu X Y, Kang L L, et al. 1999. Effects of sediment reduction and erosion control and
development prospects of warping dam in water and soil loss areas. Research of Soil and Water
Conservation, 6(2): 126–133 (in Chinese).
Zhang H W. 1994. The study of the law of similarity for models of flood flows of the lower reach
of the Yellow River. Beijing: Tsinghua University (in Chinese).
8 Sediment-Storage Effects of Check-Dam …
Shi H, Tian J L, Liu P L. 1997b. Study on relationship of slope-gully erosion in a small watershed
by simulation experiment. Journal of Soil Erosion and Soil and Water Conservation, 3(1): 30–33
(in Chinese).
Sidorchuk A. 1999. Dynamic and static models of gully erosion. Catena, 37(3–4): 401–414.
Tian Y H, Fu M S, Mu Z L, et al. 2003. Key technology to construct the check dam system. China
Water Resources, (17): 59–61 (in Chinese).
Tian Y H, Liu H J, Yang M, et al. 2004. Relative stability condition and feasibility of the check-dam
system in the small watershed of the Loess Plateau// Scientific Extension Center of Water Conservancy Department and Association for Yellow River Research. Proceeding of the Workshop on
Key Technology Check-Dam System Construction in the Small Watershed of the Loess Plateau.
Zhengzhou: 21–24 (in Chinese).
Timmons M B. 1984. Use of physical models to predict the fluid motion in slot-ventilated livestock
structures. Transactions of the ASAE, 27(2): 502–507.
Wan S C, Lin L X, Wan Y Q. 1995. A nonlinear programming model for study on optimization
planning of a dam system. Journal of Wuhan University of Hydraulic and Electric Engineering,
28(3): 260–266 (in Chinese).
Wang Y S, Ma H. 2003. Research and application on the relative stability coefficient of check-dam
system. China Water Resources, (17): 57–58 (in Chinese).
Warburton J, Davies T R H, Mandl M G. 1993. A meso-scale field investigation of channel change
and floodplain characteristics in an upland braided gravel-bed river, New Zealand. Geological
Society, London Special, Publications, 75(1): 241–255.
Warburton J, Danks M, Wishart D. 2002. Stability of an upland gravel-bed stream, Swinhope Burn,
Northern England. Catena, 49(4): 309–329.
Wu Y C. 1994. Synchronous optimization among silt arrester system, dam height and damming
period with region-varied linear programme. Journal of Soil Erosion and Soil and Water
Conservation, 8(4): 60–65,90 (in Chinese).
Wu Y C, Huang L. 1995. Existing condition of the best time of key dam system construction and
calculation of actual silting-up date. Soil and Water Conservation in China, (6): 21–24,62 (in
Chinese).
Xu M, Wang G. 2000. To accelerate the construction of check-dams in the Loess Plateau. Yellow
River, 22(1): 26–28 (in Chinese).
Xu X Z, Zhang H W. 2004. A method to design scaled model experiment for dam programming
in the small watershed of Loess Plateau, China// The Yellow River Conservancy Commission.
Proceedings of Model based Loess Plateau. Xi’an: 142–149 (in Chinese).
Xu X Z, Zhang H W, Zhang O Y. 2004a. Development of check-dam systems in gullies on the Loess
Plateau, China. Environmental Science and Policy, 7(2): 79–86.
Xu X Z, Zhang H W, Zhu M D. 2004b. Study on measuring method of particle size of raindrop and
its improvement. Soil and Water Conservation in China, (2): 22–24 (in Chinese).
Xu X Z, Zhang H W, Xu S G, et al. 2009. Effects of dam construction sequences on soil conservation
efficiency of a check-dam system. Journal of Beijing Forestry University, 31(1): 139–144 (in
Chinese).
Yuan J P, Jiang D S, Gan S. 2000a. Simulated experiment on normal integral model of different
control degrees for small watershed. Journal of Natural Resources, 15(1): 91–96 (in Chinese).
Yuan J P, Lei T W, Jiang D S, et al. 2000b. Simulated experimental study on normalized integrated
model for different degrees of erosion control for small watersheds. Transactions of the Chinese
Society of Agricultural Engineering, 16(1): 22–25 (in Chinese).
Zeng M L, Fang X M, Kang L L, et al. 1995. Relative steadiness of development of valley-dam
system is absolutely feasible. Yellow River, (4): 18–21 (in Chinese).
Zeng M L, Zhu X Y, Kang L L, et al. 1999. Effects of sediment reduction and erosion control and
development prospects of warping dam in water and soil loss areas. Research of Soil and Water
Conservation, 6(2): 126–133 (in Chinese).
Zhang H W. 1994. The study of the law of similarity for models of flood flows of the lower reach
of the Yellow River. Beijing: Tsinghua University (in Chinese).