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饱和河岸缓冲带中的地下水流及其对硝酸盐去除的影响。

Groundwater flow in saturated riparian buffers and implications for nitrate removal.

作者信息

McEachran Andrea R, Dickey Loulou C, Rehmann Chris R, Isenhart Thomas M, Groh Tyler A, Perez Michael A, Rutherford Cassandra J

机构信息

Dep. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA, 50011, USA.

Dep. of Natural Resource Ecology and Management, Iowa State Univ., Ames, IA, 50011, USA.

出版信息

J Environ Qual. 2023 Jan;52(1):64-73. doi: 10.1002/jeq2.20428. Epub 2022 Dec 21.

Abstract

A saturated riparian buffer (SRB) is an edge-of-field conservation practice that intercepts tile drainage and reduces nitrate flux to nearby streams by redistributing the flow as shallow groundwater. In this study, a three-dimensional, finite-difference groundwater model representative of SRBs in central Iowa was developed to assess the flow of groundwater and implications for nitrate removal during spring conditions, when flow to the SRB is highest. The model reproduces field observations of water level with Nash-Sutcliffe efficiency of 0.68, which is deemed acceptable for hydrologic models. The modeling shows that groundwater flow is three-dimensional near the distribution pipe and the stream and primarily one-dimensional in the rest of the buffer. The path the water takes in flowing toward the stream depends on where it exits the distribution pipe. When nitrate is not limiting, the potential for nitrate removal depends on the length of the path-and thus travel time-and depth because denitrification potential varies with depth. Travel time T can be estimated well with slight modifications to a one-dimensional approximation: T = 1.11L /v , where L is the buffer width and v is a one-dimensional approximation of the average linear velocity of groundwater. Refining knowledge of SRB function is an important step toward enhancing design for improving water quality.

摘要

饱和河岸缓冲带(SRB)是一种农田边缘保护措施,它通过将水流重新分配为浅层地下水来拦截瓦管排水并减少硝酸盐向附近溪流的通量。在本研究中,开发了一个代表爱荷华州中部饱和河岸缓冲带的三维有限差分地下水模型,以评估春季(此时流入饱和河岸缓冲带的流量最高)的地下水流以及硝酸盐去除的影响。该模型以0.68的纳什-萨特克利夫效率再现了水位的现场观测结果,这对于水文模型来说是可以接受的。建模结果表明,在配水管和溪流附近,地下水流是三维的,而在缓冲带的其余部分主要是一维的。水流向溪流的路径取决于它从配水管流出的位置。当硝酸盐不是限制因素时,硝酸盐去除的潜力取决于路径长度(进而取决于停留时间)和深度,因为反硝化潜力随深度而变化。对一维近似进行轻微修改后,可以很好地估计停留时间T:T = 1.11L /v,其中L是缓冲带宽度,v是地下水平均线性速度的一维近似值。完善对饱和河岸缓冲带功能的认识是加强水质改善设计的重要一步。

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