Sensitivity Analysis of a Groundwater Infiltration Model and Sea-Level Rise Applications for Coastal Sewers

被引:7
|
作者
Budd, Elise [1 ,2 ]
Babcock, Roger W., Jr. [1 ,2 ]
Spirandelli, Daniele [3 ]
Shen, Suwan [3 ]
Fung, Adrienne [4 ]
机构
[1] Univ Hawaii Manoa, Civil & Environm Engn Dept, 2540 Dole St, Honolulu, HI 96822 USA
[2] Univ Hawaii Manoa, Water Resources Res Ctr, 2540 Dole St, Honolulu, HI 96822 USA
[3] Univ Hawaii Manoa, Urban & Reg Planning, 2540 Dole St, Honolulu, HI 96822 USA
[4] AECOM, 1001 Bishop St,Suite 1600, Honolulu, HI 96813 USA
基金
美国海洋和大气管理局;
关键词
coastal wastewater infrastructure; groundwater infiltration modeling; sea-level rise; sensitivity analysis;
D O I
10.3390/w12030923
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Groundwater elevations in coastal cities will be affected by climate-change-induced sea level rise (SLR) and wastewater collection systems will experience increased groundwater infiltration (GWI) due to greater submergence of sewer pipes. Commercial sewer hydraulics models consider GWI to be a constant quantity estimated via a low-flow monitoring campaign and are incapable of predicting future flows due to changes in GW elevations. A global sensitivity analyses conducted for a two-dimensional GWI pipe flow model found the most important input parameters are groundwater head and surrounding soil hydraulic conductivity. Two case studies were conducted considering a range of pipe defect severity to estimate increases in GWI associated with predictions of future SLR. The findings are that SLR will begin to have noticeable impacts in terms of increased average dry weather flow (ADWF) as soon as 2030 (3-10%) and will increase dramatically in the future (10-29% by 2050, and 50% or more by 2100). Daily and seasonal tide ranges affect the normal diurnal flow variations by between 3% and 10%. The estimation methodology and case studies described here illustrate the coming future importance of SLR effects on GWI in coastal collection systems that should be included in facilities planning and design.
引用
收藏
页数:12
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