Mark Randall

Mr. Mark Randall


Research Focus & Metrics

Academic Career Length

14Years (2013-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
1 May 2018 in Journal of Hydrology
Verified
Journal Article
Closed access
Yongyong ZhangYongyong Zhang
Yongyong Zhang
JXJun Xia
Jun Xia
JYJingjie Yu
Jingjie Yu
MRMark Randall
Mark Randall
YZYichi Zhang
Yichi Zhang
QSQuanxi Shao
Quanxi Shao

1 September 2019 in Journal of Environmental Management
Verified
Journal Article
Closed access
MRMark Randall
Mark Randall
FSFubao Sun
Fubao Sun
YZYongyong Zhang
Yongyong Zhang
MJMarina Bergen Jensen
Marina Bergen Jensen

2 February 2023 in Journal of Environmental Management
Verified
Journal Article
Open access
HXHanwen Xu
Hanwen Xu
MRMark Randall
Mark Randall
OFOle Fryd
Ole Fryd
Cities worldwide are facing a significant threat of stormwater hazards caused by the increase in extreme downpours and urbanization. Meso-level urban stormwater management focuses on alleviating the detrimental impacts of urban flooding and enhancing water resource utilization at the block or community scale, typically through 1) specific policies and management rules; 2) catchment-scale scenario simulation, optimization and evaluation; 3) the group of stormwater control measures implementation. It may effectively coordinate macro-level urban stormwater management planning and micro-level distributed stormwater control facilities. This study conducts a review of Urban Stormwater Management at Meso-level (USM-M) with a view to research publication trends, citation analysis, geographic spread and subject category, as well as content analysis, including temporal progression and research gaps. The Web of Science database and CiteSpace are used for the bibliometric analysis of 66 articles from 2006 to 2021. The results show that the number of USM-M topic articles generally has an upward trend over the years. Whilst the United States and China are leading research on this topic, the European countries have diverse local research and dense cooperation. Research foci have generally shifted from theoretical frameworks to multi-element subdivided topics and specific technical roadmaps. Moreover, the spatial layout optimization and multi-functional integration are, or will be, potential research directions in terms of enhancing stormwater utilization and co-benefits of USM-M. This systematic review concludes trends, challenges and potential approaches of USM-M, and aims to provide recommendations for researchers and policymakers on the development of a more advanced and comprehensive USM-M.


1 July 2020 in Urban Water Journal
Verified
Journal Article
Closed access
MRMark Randall
Mark Randall
JSJan Støvring
Jan Støvring
MHMalte Henrichs
Malte Henrichs
MJMarina Bergen Jensen
Marina Bergen Jensen
Limited documentation exists regarding parameterization of SWMM’s permeable pavement module and whether the output is realistic, particularly for long-term simulations. In this paper, we evaluated SWMM’s ability to replicate discharge and evaporation from three lined permeable pavement stalls. An assessment of parameter sensitivity identified the permeable pavement module’s input parameters with the highest relative sensitivity. Agreement between observations over a 1-year period and output from the calibrated model was inconsistent for 18 modelled rainfall events. While event volumes and shapes were matched relatively well for two concrete paver stalls for simple single-peak events, more complex multi-peak events showed poor agreement for all stalls. The porous asphalt stall was modelled least satisfactorily, due to its retention capacity that cannot be represented in the model. Based on the findings of this study, an evaporation coefficient (between 0.2 and 0.9), should be applied for long-term simulations of permeable pavement for best results.

1 November 2013 in Water Quality Research Journal
Verified
Journal Article
Closed access
PDF file
MRMark Randall
Mark Randall
ABAndrea Bradford
Andrea Bradford
Bioretention gardens are stormwater management practices capable of providing numerous water quantity and quality benefits. However, previous studies have reported inconsistent removal of nitrogen and phosphorus in these systems. This study used ten, vegetated, mesoscale (0.20 m3), bioretention cells in a field setting to provide a comparison of the nutrient removal capabilities of five, alternative bioretention designs. Applying a synthetic stormwater to the bioretention cells demonstrated that a sandy soil mix can provide a 75.5 and 53.4% reduction in concentrations of total phosphorus and total nitrogen, respectively. Phosphorus removal was found to be only slightly enhanced in bioretention cells where soil was amended with alum-based drinking water treatment residuals, a commercially available oxide-coated media, or a commercially available lanthanum-modified bentonite product. However, improvements in phosphorus removal were observed in some cells when elevated phosphorus loads were applied to evaluate longer term performance. In cells incorporating a permanently saturated zone containing shredded newspaper to promote denitrification, effluent concentrations of nitrate were reduced by >99%, however total nitrogen concentrations increased.