Quantification of Flood Runoff Reduction Effect of Storage Facilities by the Decrease in CN

2013 ◽  
Vol 18 (6) ◽  
pp. 729-733 ◽  
Author(s):  
Chulsang Yoo ◽  
Kyoungjun Kim ◽  
Minkyu Park ◽  
Jungsoo Yoon
2020 ◽  
Vol 20 (6) ◽  
pp. 2036-2042
Author(s):  
Ke Zhou

Abstract The rainfall runoff reduction effect on green roofs was analyzed and tested by comparative rainfall runoff monitoring on impermeable roofs (sloping, plane). The evaluation index of rainfall runoff interception benefit (relative runoff reduction rate, rainfall control rate) on green roofs was studied. The results show that compared with sloping and level roofs, the change range of green roof runoff reduction rate relative to level and sloping roofs is 20.0–98.3% and 3.8–92.3%, and the mean value is 48.4% and 34.3% respectively. It is obvious that the green roof has better rainfall runoff reduction effect. It can be seen from the single rainfall control effect that the variation range of green roof rainfall runoff control rate is 36.0% to 99.0%, and the total rainfall control rate is 57.6%, which reflects that the green roof has the better rainfall control effect. Through comparative study, it can be concluded that the rainfall runoff control rate is more suitable for the design index of green roofs.


2014 ◽  
Vol 15 (9) ◽  
pp. 5813-5819 ◽  
Author(s):  
Jong Sang Yeon ◽  
Young Su Jang ◽  
Hyun Suk Shin ◽  
Eung Seok Kim

KIEAE Journal ◽  
2016 ◽  
Vol 16 (1) ◽  
pp. 67-71 ◽  
Author(s):  
So-Young Baek ◽  
Hyun-Woo Kim ◽  
Mi-Kyeong Kim ◽  
Moo-Young Han

Water ◽  
2018 ◽  
Vol 11 (1) ◽  
pp. 33 ◽  
Author(s):  
Yiran Bai ◽  
Na Zhao ◽  
Ruoyu Zhang ◽  
Xiaofan Zeng

LID (low impact development) is the storm management technique designed for controlling runoff in urban areas, which can be used to solve urban flooding disasters. Taking Sucheng District of Suqian City, Jiangsu Province, China as an example, this project used SWMM (storm water management model) to study the effect of four different types of LID scenarios (① no LID technique, ② LID technique based on infiltration, ③ LID technique based on water storage, ④ LID technique based on the combination of infiltration and water storage) on urban flooding under different rainfall patterns. For the whole study area, the results show that infiltration facilities have the greater reduction rate of surface runoff compared with storage facilities. The combined model (infiltration + storage) works best in the reduction of peak flow and flood volume, with the maximum reduction rate of peak flow (32.5%), and the maximum reduction rate of flood volume (31.8%). For local nodes, infiltration facilities and water storage facilities have different effects. Infiltration facilities significantly reduce runoff of node 47, the reduction rate of ponding time ranges from 73.1% to 54.5%, while water storage facilities have no effects on it. Storage facilities significantly reduce runoff of node 52, the reduction rate of ponding time is 100%, while infiltration facilities have no effects on it. Under all the LID designs, runoff reduction gradually increases with the increasing rainfall amount, and peak reduction becomes stable when rainfall amount reaches about 81.8 mm. In general, the combined model (infiltration + storage) performs better than any other scenarios in runoff reduction. The research shows that LID facilities can greatly mitigate flood, thus the urban flooding disasters caused by extreme rainstorms can be prevented.


2021 ◽  
Vol 1203 (3) ◽  
pp. 032071
Author(s):  
Seungsu Han ◽  
Jihye Kwon ◽  
Sungkon Kim

Abstract Practical demand for the expansion of military ammunition and explosives storage in both volume and number has been increased, but due to the regulations applying on safety distance that require those facilities to be isolated from a civilian presence there are constant complications that arise. Recent incidents include petitions to either alleviate said regulations or relocate several ammunition storage facilities neighboring civilian areas are further development. Two types of underground ammunition storage facilities wold be considered in practice; the first is the tunnel-type which is applicable to areas that have sufficient depth of the cover and the latter is the sub-surface type that retains a sufficient depth of soli layer which can especially be utilized in areas that do not meet clearance requirements nor have geographical limitations. For the sub-surface type storage, there are two construction schemes for construction to meet safety-distance requirements. The existing popular ECMs (Earth Covered Magazines) have shallow soil cover for just plantation camouflage that is not affect the pressure suppression effect due to the internal explosion. Therefore, the scheme of the increasing soil cover depth to some amount, if applicable, pressure and fragment suppression can be achieved. The open-cut method for new construction is easily applied for this purpose in the field. This study addresses the safety distance reduction effect by increasing the soil cover depth on the ECM type storage facility by applying theoretical and numerical analysis.


2020 ◽  
Vol 20 (6) ◽  
pp. 361-367
Author(s):  
Dong Jun Kim ◽  
Dae Heon Ham ◽  
Jong Soo Choi ◽  
Jung Min Lee ◽  
Jung Ho Lee

The installation of rainwater storage facilities is mandatory for public buildings over a certain size. However, the standards for determining the capacity of rainwater storage facilities vary by ministries and agencies. Even within the same institution, various unifying standards are often applied. In addition, rainwater storage facilities generally have a low B/C (Benefit-Cost ratio), which is negatively evaluated in terms of economy. Therefore, this study sought to improve the existing non-standard capacity reference problem for rainwater storage facilities and to suggest more efficient capacity determination measures. To this end, the study proposed a plan for calculating the benefits and determining the capacity of the reservoir through the analysis of the water balance in order to take into account the utility of the rainwater reservoir in terms of actual use. The empirical analysis was conducted on rainwater storage facilities in the Korea Land and Housing Institute, and the water balance analysis was conducted based on the actual rainfall data of 2019 by Daejeon Metropolitan City. Among the factors to evaluate the benefit and cost of rainwater storage facilities were the reduction of rainwater runoff, reduction of heat waves, reduction of fine dust, and use of landscaping water. In addition, the benefit analysis was conducted by the reservoir capacity and collection area, and the guide for determining the optimum capacity of the rainwater reservoir was presented accordingly.


2014 ◽  
Vol 881-883 ◽  
pp. 556-559
Author(s):  
Zhi Yong Liu ◽  
Xiao Jun Xu ◽  
Xin Zheng ◽  
Wen Jiao Dai

Rainwater utilization system using green technology, not only can reduce the pressure of rainstorm on the city drainage system, and replenish groundwater resources, but also control urban non-point source pollution. At present, rainwater indirect utilization is widely used. This research explored the Kunming urban green space system typical for each pollutant runoff reduction effect, purifying regularity and removal mechanism in order to provide a theoretical basis for its application.


Sign in / Sign up

Export Citation Format

Share Document