Evaluation of Flood Mitigation Effectiveness of Nature-Based Solutions Potential Cases with an Assessment Model for Flood Mitigation

被引:7
|
作者
Lo, Weicheng [1 ]
Huang, Chih-Tsung [1 ]
Wu, Meng-Hsuan [1 ]
Doong, Dong-Jiing [1 ]
Tseng, Leng-Hsuan [2 ]
Chen, Chun-Hung [3 ]
Chen, Yen-Ju [3 ]
机构
[1] Natl Cheng Kung Univ, Dept Hydraul & Ocean Engn, 1 Univ Rd, Tainan 701, Taiwan
[2] IHE Delft Inst Water Educ, Westvest 7, NL-2611 AX Delft, Netherlands
[3] Water Resources Agcy, Water Resource Planning Inst, Minist Econ Affairs, 1340 Jhong Jheng Rd, Taichung 413, Taiwan
关键词
nature-based solution; physiographic drainage-inundation model; flood mitigation; LOW-IMPACT DEVELOPMENT; MANAGEMENT; SIMULATION; QUALITY;
D O I
10.3390/w13233451
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In recent years, climate change has been widely discussed around the world. The Intergovernmental Panel on Climate Change (IPCC) published the Sixth Assessment Report (AR6) in 2021, which stated that with the intensification of global warming, heavy rainfalls are becoming more severe and frequent. Economic development in recent years has also caused the proportion of impervious areas in urban regions to increase with the advancement of urbanization. When the two aforementioned factors are coupled together, the result is faster surface runoff speeds and reduced infiltration rates, which in turn result in worse flooding. Thus, water disaster mitigation is becoming a topic of great importance to developed and developing countries. This study examined five Nature-based Solutions (NbS) cases (A, B C, D, E) for the Nangang river in Taiwan. Case A is to design levees with a 100-year return period flood design standard. Under steady flow conditions, floods can be smoothly discharged downstream without any significant inundation in most situations. Case B and C used gabions with a 10-year return period flood design standard and discontinuous levees with a 25-year return period flood design standard, respectively. Though neither case is as effective in flood mitigation, both cases B and C can still reduce inundation from the flooding disaster relatively well. Case D is to dredge local areas of the main channel, but the steady flow simulation showed little flood mitigation effect. Case E is the implementation of "Room for the River", and employs main channel dredging and floodplain land grading to increase flood conveyance capacity. Case E provides good flood mitigation.
引用
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页数:17
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