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美国弗吉尼亚州两座水库沉积物通量和堆积速率的水声与空间分析

Hydroacoustic and spatial analysis of sediment fluxes and accumulation rates in two Virginia reservoirs, USA.

作者信息

Clark E V, Odhiambo B K, Yoon S, Pilati L

机构信息

Department of Crop and Soil Environmental Sciences, Virginia Polytechnic Institute and State University, Blacksburg, VA, 24060, USA.

出版信息

Environ Sci Pollut Res Int. 2015 Jun;22(11):8659-71. doi: 10.1007/s11356-014-4050-x. Epub 2015 Jan 8.

Abstract

Watershed sediment fluxes and reservoir sediment accumulation rates were analyzed in two contrasting reservoir systems in central and western Virginia. Lake Pelham, located in the Piedmont geologic province, is a human-impacted reservoir with a watershed dominated by agricultural, residential and industrial land uses. Conversely, Lake Moomaw has a largely undeveloped watershed characterized by very steep slopes and forested land use located in the Valley and Ridge province. The Revised Universal Soil Loss Equation (RUSLE) and sediment delivery ratios (SDRs) were used to estimate soil losses in the two watersheds. Bathymetric and sediment accumulation surveys of the two reservoirs were also conducted using a multi-frequency hydroacoustic surveying system. The RUSLE/SDR erosion model estimates 2150 kg ha(-1) year(-1) for Lake Pelham and 2720 kg ha(-1) year(-1) for Lake Moomaw, a 410 and 13 % increase from assumed pristine (100 % forested) land use for the respective basins. Mean sediment accumulation rates of 1.51 and 0.60 cm year(-1) were estimated from the hydroacoustic survey of Lake Pelham and Lake Moomaw, respectively. Overall, Lake Moomaw has relatively low sediment accumulation rates; however, the reservoir is vulnerable to increases in sediment fluxes with further human development due to the steep slopes and highly erodible colluvial soils that characterize the basin. Higher erosion and sediment accumulation rates in Lake Pelham are most likely reflecting the impact of human development on sedimentation processes, where the loss of vegetal buffers and increase in impervious surfaces exacerbates both the surficial soil losses as well as intrinsic stream sediment production leading to the current annual reservoir capacity loss of 0.4 %.

摘要

对弗吉尼亚州中部和西部两个形成鲜明对比的水库系统中的流域泥沙通量和水库泥沙淤积率进行了分析。位于皮埃蒙特地质省的佩勒姆湖是一个受人类影响的水库,其流域以农业、住宅和工业用地为主。相反,穆莫湖的流域大部分未开发,其特点是坡度非常陡峭,土地利用类型为林地,位于山谷和山脊省。采用修订的通用土壤流失方程(RUSLE)和泥沙输移比(SDR)来估算两个流域的土壤流失量。还使用多频水声测量系统对两个水库进行了水深测量和泥沙淤积调查。RUSLE/SDR侵蚀模型估计,佩勒姆湖的土壤流失量为2150千克/公顷·年,穆莫湖为2720千克/公顷·年,分别比各自流域假定的原始(100%为林地)土地利用情况增加了410%和13%。根据对佩勒姆湖和穆莫湖的水声测量,估计平均泥沙淤积率分别为1.51厘米/年和0.60厘米/年。总体而言,穆莫湖的泥沙淤积率相对较低;然而,由于该流域的陡坡和极易侵蚀的崩积土,随着人类进一步开发,该水库易受泥沙通量增加的影响。佩勒姆湖较高的侵蚀和泥沙淤积率很可能反映了人类开发对沉积过程的影响,植被缓冲带的丧失和不透水表面的增加加剧了表层土壤流失以及河流内部泥沙的产生,导致目前水库年容量损失0.4%。

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