scholarly journals Restoring Geomorphic Integrity in Urban Streams via Mechanistically Based Stormwater Management: Minimizing Excess Sediment Transport Capacity

Author(s):  
Robert J Hawley ◽  
Kathryn Russell ◽  
Kristine Taniguchi-Quan

Abstract Stream channel erosion, enlargement, and habitat degradation are ubiquitous in urban watersheds with conventional stormwater management. Hydrologic-based restoration aims to discharge a more natural flow regime via stormwater management interventions. Whether such interventions facilitate geomorphic recovery depends, in part, on the degree to which they restrict discharges that would otherwise contribute to channel erosion. Erosion potential (E), the ratio of post-developed to predeveloped sediment transport capacity, provides a simplified, mechanistic framework to quantify the relative influence of stormwater interventions on the geomorphic effectiveness of the flow regime. This paper compiles ca. five years of data following stormwater-based interventions in three distinct settings in the United States and Australia to demonstrate how the E framework can be used to elucidate the role of hydrologic restoration interventions in helping to facilitate trajectories of geomorphic recovery (or lack thereof). In a previously developed watershed with unstable streams, substantial reductions in E coincided with a trajectory of geomorphic recovery, whereas our case study that did not reduce E between the study periods exhibited continued instability. Furthermore, a greenfield study site that used the E framework to optimize their SCMs to match the sediment transport capacity of the predeveloped regime (E = 1) was able to maintain a recovery trajectory in a legacy-impacted setting that is otherwise highly susceptible to hydromodification. Although available space and funding will limit the ability to fully reduce E in previously developed watersheds, these case studies underscore the mechanistic value of using stormwater controls to maximize reductions in E if geomorphic stability is a goal of stormwater interventions. Streambed material size and channel evolution stage also likely affect the level of E reduction necessary to promote geomorphic recovery, with coarser-grained and/or over-widened streams potentially needing less reduction than finer-grained and/or more entrenched channels.

Geoderma ◽  
2019 ◽  
Vol 337 ◽  
pp. 384-393 ◽  
Author(s):  
Hongli Mu ◽  
Xianju Yu ◽  
Suhua Fu ◽  
Bofu Yu ◽  
Yingna Liu ◽  
...  

2012 ◽  
Vol 16 (2) ◽  
pp. 591-601 ◽  
Author(s):  
M. Ali ◽  
G. Sterk ◽  
M. Seeger ◽  
M. Boersema ◽  
P. Peters

Abstract. Sediment transport is an important component of the soil erosion process, which depends on several hydraulic parameters like unit discharge, mean flow velocity, and slope gradient. In most of the previous studies, the impact of these hydraulic parameters on transport capacity was studied for non-erodible bed conditions. Hence, this study aimed to examine the influence of unit discharge, mean flow velocity and slope gradient on sediment transport capacity for erodible beds and also to investigate the relationship between transport capacity and composite force predictors, i.e. shear stress, stream power, unit stream power and effective stream power. In order to accomplish the objectives, experiments were carried out in a 3.0 m long and 0.5 m wide flume using four well sorted sands (0.230, 0.536, 0.719, 1.022 mm). Unit discharges ranging from 0.07 to 2.07 × 10−3 m2 s−1 were simulated inside the flume at four slopes (5.2, 8.7, 13.2 and 17.6%) to analyze their impact on sediment transport rate. The sediment transport rate measured at the bottom end of the flume by taking water and sediment samples was considered equal to sediment transport capacity, because the selected flume length of 3.0 m was found sufficient to reach the transport capacity. The experimental result reveals that the slope gradient has a stronger impact on transport capacity than unit discharge and mean flow velocity due to the fact that the tangential component of gravity force increases with slope gradient. Our results show that unit stream power is an optimal composite force predictor for estimating transport capacity. Stream power and effective stream power can also be successfully related to the transport capacity, however the relations are strongly dependent on grain size. Shear stress showed poor performance, because part of shear stress is dissipated by bed irregularities, bed form evolution and sediment detachment. An empirical transport capacity equation was derived, which illustrates that transport capacity can be predicted from median grain size, total discharge and slope gradient.


1989 ◽  
Vol 32 (5) ◽  
pp. 1545-1550 ◽  
Author(s):  
S. C. Finkner ◽  
M. A. Hearing ◽  
G. R. Foster ◽  
J. E. Gilley

2017 ◽  
Vol 7 (1) ◽  
Author(s):  
Hai Xiao ◽  
Gang Liu ◽  
Puling Liu ◽  
Fenli Zheng ◽  
Jiaqiong Zhang ◽  
...  

2020 ◽  
Vol 591 ◽  
pp. 125582
Author(s):  
Shuyuan Wang ◽  
Dennis C. Flanagan ◽  
Bernard A. Engel ◽  
Na Zhou

2020 ◽  
Vol 20 (4) ◽  
pp. 2289-2305
Author(s):  
Luyou Zhao ◽  
Kuandi Zhang ◽  
Shufang Wu ◽  
Deqian Feng ◽  
Haixin Shang ◽  
...  

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