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    Preliminary Study on the Effects of Surface Microtopography on Tracer Transport in a Coupled Overland and Unsaturated Flow System

    Source: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 010
    Author:
    Xuefeng Chu
    ,
    Jessica Nelis
    ,
    Richard Rediske
    DOI: 10.1061/(ASCE)HE.1943-5584.0000729
    Publisher: American Society of Civil Engineers
    Abstract: Surface microtopography influences both spatial and temporal distributions of a series of hydrologic processes including infiltration, surface runoff, and unsaturated flow. Importantly, surface roughness and depressions also affect the fate and transport of pollutants throughout surface and subsurface environments. The objective of this study was to experimentally investigate the effects of surface microtopography on overland flow, infiltration, and tracer bromide (Br) runoff, and leaching into the subsurface system under simulated rainfall. Both rough and smooth surfaces were created by using sieved soil and scanned by an instantaneous-profile laser scanner to acquire high-resolution digital elevation models (DEMs) of the soil surfaces. A mold surface, featuring a number of depressions of varied sizes and relationships, was used to create the rough soil surface. The Windows-based puddle delineation (PD) software was applied to characterize surface microtopography, determine flow directions and accumulations, and compute maximum depression storage (MDS) and maximum ponding area (MPA). Two overland flow and tracer transport experiments were conducted using the smooth and rough soil surfaces. Runoff water and soil samples were analyzed for Br. The experimental results indicated that the smooth surface seemed to have earlier and greater water and tracer runoff than the rough surface. Water discharge and tracer loading from the rough surface with varying depressions exhibited a unique, microtopography-controlled threshold behavior. It was found that spatial distributions of the tracer in the subsurface system matched the surface microtopographic features (e.g., depressions, peaks/mounds, and ridges). Enhanced infiltration and tracer leaching under depressions of the rough surface were observed, which resulted in higher Br levels in deeper soil. In contrast, the dominant surface runoff and tracer transport along the horizontal direction for the smooth surface yielded higher Br concentrations in shallow soil. This preliminary study highlighted the important role of surface microtopography in tracer transport in a coupled overland and unsaturated flow system, and demonstrated that surface microtopography influenced the location and timing of ponding, runoff, and infiltration. Increased understanding of the effect of soil microtopography on hydrologic processes is expected to yield improved ability to simulate soil water and solute movement.
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      Preliminary Study on the Effects of Surface Microtopography on Tracer Transport in a Coupled Overland and Unsaturated Flow System

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    contributor authorXuefeng Chu
    contributor authorJessica Nelis
    contributor authorRichard Rediske
    date accessioned2017-05-08T21:49:43Z
    date available2017-05-08T21:49:43Z
    date copyrightOctober 2013
    date issued2013
    identifier other%28asce%29he%2E1943-5584%2E0000750.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63635
    description abstractSurface microtopography influences both spatial and temporal distributions of a series of hydrologic processes including infiltration, surface runoff, and unsaturated flow. Importantly, surface roughness and depressions also affect the fate and transport of pollutants throughout surface and subsurface environments. The objective of this study was to experimentally investigate the effects of surface microtopography on overland flow, infiltration, and tracer bromide (Br) runoff, and leaching into the subsurface system under simulated rainfall. Both rough and smooth surfaces were created by using sieved soil and scanned by an instantaneous-profile laser scanner to acquire high-resolution digital elevation models (DEMs) of the soil surfaces. A mold surface, featuring a number of depressions of varied sizes and relationships, was used to create the rough soil surface. The Windows-based puddle delineation (PD) software was applied to characterize surface microtopography, determine flow directions and accumulations, and compute maximum depression storage (MDS) and maximum ponding area (MPA). Two overland flow and tracer transport experiments were conducted using the smooth and rough soil surfaces. Runoff water and soil samples were analyzed for Br. The experimental results indicated that the smooth surface seemed to have earlier and greater water and tracer runoff than the rough surface. Water discharge and tracer loading from the rough surface with varying depressions exhibited a unique, microtopography-controlled threshold behavior. It was found that spatial distributions of the tracer in the subsurface system matched the surface microtopographic features (e.g., depressions, peaks/mounds, and ridges). Enhanced infiltration and tracer leaching under depressions of the rough surface were observed, which resulted in higher Br levels in deeper soil. In contrast, the dominant surface runoff and tracer transport along the horizontal direction for the smooth surface yielded higher Br concentrations in shallow soil. This preliminary study highlighted the important role of surface microtopography in tracer transport in a coupled overland and unsaturated flow system, and demonstrated that surface microtopography influenced the location and timing of ponding, runoff, and infiltration. Increased understanding of the effect of soil microtopography on hydrologic processes is expected to yield improved ability to simulate soil water and solute movement.
    publisherAmerican Society of Civil Engineers
    titlePreliminary Study on the Effects of Surface Microtopography on Tracer Transport in a Coupled Overland and Unsaturated Flow System
    typeJournal Paper
    journal volume18
    journal issue10
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000729
    treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 010
    contenttypeFulltext
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