CASE STUDIES
Oct 30, 2010

Simulating Hydrologic Effects of Raised Roads within a Low-Relief Watershed

Publication: Journal of Hydrologic Engineering
Volume 16, Issue 7

Abstract

Raised roads and their appurtenances (i.e., ditches and culverts) can considerably modify the natural hydrologic processes (e.g., flow direction and runoff spatial distribution) of low-relief watersheds. However, these effects are not well understood and are poorly documented in literature. Also, there is a serious lack of effective approach that can be used to describe these effects in common simulation models, including the Soil and Water Assessment Tool (SWAT). As a result, these effects have been rarely taken into account by the existing model applications. The results from those applications are likely to be misleading for watershed management decisions. The objectives of this study were to (1) develop an approach that enables the incorporation of the aforementioned effects into hydrologic models (e.g., SWAT), and (2) evaluate whether and how a model’s simulation performance can be improved by taking these effects into account. The evaluation was conducted for the low-relief Wild Rice River watershed located in northwestern Minnesota by comparing the SWAT-NoRoad model, which is based on a “conventional flow direction map” derived using the deterministic eight-neighbor (D8) algorithm, with the SWAT-Road model, which is based on a “corrected flow direction map” generated by using the approach developed in this study. The corrected map provided more realistic flow directions for the regions adjacent to the raised roads than the conventional map. Compared with the SWAT-NoRoad model, the SWAT-Road model had a compatible performance for a calibration period but was more robust and did a better job in reproducing the observed streamflows for a validation period at two U.S. Geological Survey gauging stations, as indicated by the larger values for Nash-Sutcliffe (Ej2>0.60) and determination (R2>0.68) coefficients, as well as from the watershed perspective view, as indicated by the larger values for performance virtue (PVk>0.64). In addition, the spatial patterns of water yield predicted by the SWAT-Road model were more accurate because they are more similar to those of the topographic wet index values than the spatial patterns predicted by the SWAT-NoRoad model. Furthermore, if the raised roads were neglected, the mean daily water yields for the study area would be erroneously predicted by up to 0.6 mm. A reasonable generalization of this study is that hydrologic effects of raised roads are important for accurately simulating watersheds with a low topographic relief and thus need to be taken into account.

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Acknowledgments

This study was partially supported by the Tarleton State University Organized Research Grant (ORG) under contracts UNSPECIFIED150729 and UNSPECIFIED150740.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 16Issue 7July 2011
Pages: 585 - 597

History

Received: Jan 14, 2010
Accepted: Oct 28, 2010
Published online: Oct 30, 2010
Published in print: Jul 1, 2011

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Xixi Wang, M.ASCE [email protected]
Assistant Professor and Program Coordinator, Hydrology and Watershed Management Program, Dept. of Engineering and Physics, Tarleton State Univ., Stephenville, TX 76402 (corresponding author). E-mail: [email protected]
Tingxi Liu
Professor and Dean, Hydrology and Waters Resources Engineering, College of Hydrology and Civil Engineering, Inner Mongolia Agricultural Univ., Hohhot, Inner Mongolia Autonomous Region 010018, China.
Dawen Yang
Professor and Division Head, College of Hydrology and Civil Engineering, Inner Mongolia Agricultural Univ., Hohhot, Inner Mongolia Autonomous Region 010018, China.
Zhongyi Qu
Professor and Program Leader, Hydrology and Water Resources Engineering, College of Hydraulic and Civil Engineering, Tsinghua Univ., Beijing 100084, China.
Calvin R. Clary
Undergraduate Research Assistant, Hydrology and Watershed Management Program, Dept. of Engineering and Physics, Tarleton State Univ., Stephenville, TX 76402.
Carin Wunneburger
Graduate Research Assistant, Hydrology and Watershed Management Program, Dept. of Engineering and Physics, Tarleton State Univ., Stephenville, TX 76402.

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