Effects of disturbed landforms on the soil water retention function during urbanization process in the Three Gorges Reservoir Region, China

被引:33
作者
Shi, Dongmei [1 ]
Wang, Wenlong [2 ]
Jiang, Guangyi [3 ]
Peng, Xudong [1 ]
Yu, Yali [4 ]
Li, Yexin [1 ]
Ding, Wenbin [1 ]
机构
[1] Southwest Univ, Coll Resources & Environm, Inst Soil & Water Conservat & Ecoenvironm, 2 Tiansheng St, Chongqing 400715, Peoples R China
[2] Northwest A&F Univ, Inst Soil & Water Conservat, State Key Lab Eros & Dryland Farming Loess Platea, Yangling 702100, Shaanxi, Peoples R China
[3] Chongqing Ecoenvironm Monitoring Stn Soil & Water, Chongqing 401147, Peoples R China
[4] Chongqing Surveying & Design Inst Water Resources, Chongqing 400020, Peoples R China
关键词
Water retention function; Disturbed landform; Urbanization; Original landform; Three Gorges Reservoir Region; ROCK FRAGMENTS; OVERLAND-FLOW; INFILTRATION;
D O I
10.1016/j.catena.2016.04.010
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Decreases in the water retention function of various artificial disturbed landform units (DLUs) caused by urbanization activities, compared to original landform units (OLUs), are the main factor that causes urban water and soil loss and the aggravation of urban floods under certain rainfall conditions and specially designed drainage network capabilities. Field investigations, laboratorial analyses of soil physical properties and analytic hierarchy process (AI-IP) composite methods were performed to comprehensively analyse the effects of various DLUs on the water retention function of OLUs. The results indicated as the following: (i) The >5 mm particle content (>54%) for various DLUs was higher than that for OLUs (lower than 3%); the natural repose angles of soil -rock mixtures (32-37 degrees) and soil bulk denSity (1.41-1.74 g/cm(3)) in the DLUs were all higher than those in the OLUs (30-31 degrees,1.18-1.14 g/cm(3)); and the uniformity coefficients and curvature coefficients were 10.00-80.00 and 3.24-5.70 in the DLUs and 6.00-75.00 and 0.17-2.50 in the OLUs, respectively. (ii) The soil steady state infiltration rate in the DLUs decreased from disturbed soil accumulation with 2 months (DSA(2m), 15.00 mm/min) to disturbed soil accumulation with 2 years (DSA(2a), 5.63 mm/min), disturbed soil accumulation with 4 years (DSA(4a), 3.82 mm/min), the slope greening belt (SGB, 124 mm/min), and construction roads (CR, 0.51 mm/min). The conversion from forests to DSA(2m) had the greatestimpact on the soil infiltration capacity and soil storage capacity, while the conversion to CR had the lowest impact. (iii) The total reservoir storage in the DLUs' soil was ordered as follows: DSA(4a) > SGB > DSA(2a) > DSA(2m)> CR. The conversion process from grass to CR exerted the greatest impact on storing water and regulating the overland flow. (iv) The water retention functions in the DLUs were all weaker than those in the OLUs: DSA(2m) was the weakest (0287), while paddy fields were the strongest (0.668). Thus, the occupied areas of urban water surfaces (e.g., lakes, rivers and ponds), forests and grassland and their spatial distribution during urbanization must be carefully considered. These results could help to understand the ecological service functions of urban soil and water conservation, provide relevant knowledge to landscape rehabilitation, alleviate urban floods during urban development and recover the functions of soil and water conservation ecological services in project areas during the urbanization construction process. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:84 / 93
页数:10
相关论文
共 35 条
[1]   Overland flow, erosion, and related phosphorus and iron fluxes at plot scale:: a case study from a non-vegetated lignite mining dump in Lusatia [J].
Biemelt, D ;
Schapp, A ;
Kleeberg, A ;
Grünewald, U .
GEODERMA, 2005, 129 (1-2) :4-18
[2]  
Bodhinayake W, 2004, VADOSE ZONE J, V3, P964, DOI 10.2113/3.3.964
[3]   SOIL CONTAINING ROCK FRAGMENTS - EFFECTS ON INFILTRATION [J].
BRAKENSIEK, DL ;
RAWLS, WJ .
CATENA, 1994, 23 (1-2) :99-110
[4]  
Brun S. E., 2000, Computers, Environment and Urban Systems, V24, P5, DOI 10.1016/S0198-9715(99)00040-X
[5]   EFFECTS OF ROCK FRAGMENT SIZE AND COVER ON OVERLAND-FLOW HYDRAULICS, LOCAL TURBULENCE AND SEDIMENT YIELD ON AN ERODIBLE SOIL SURFACE [J].
BUNTE, K ;
POESEN, J .
EARTH SURFACE PROCESSES AND LANDFORMS, 1994, 19 (02) :115-135
[6]  
Chen F.E., 1991, MAT BASIS SOIL FERTI
[7]   ROCK FRAGMENTS .2. THEIR IMPACT ON SOIL PHYSICAL-PROPERTIES AND BIOMASS PRODUCTION UNDER MEDITERRANEAN CONDITIONS [J].
DANALATOS, NG ;
KOSMAS, CS ;
MOUSTAKAS, NC ;
YASSOGLOU, N .
SOIL USE AND MANAGEMENT, 1995, 11 (03) :121-126
[8]  
Diao Q.T., 1999, URBAN GEOMORPHOLOGY
[9]  
Gan Z. M., 1998, J SOIL EROSION SOIL, V26, P95
[10]  
Gan Z. M., 1999, J SOIL EROS SOIL WAT, V5, P50