Planning flood control projects in urban areas

1988 ◽  
Vol 2 (2) ◽  
pp. 123-140
Author(s):  
Nageshwar Rao Bhaskar ◽  
Vijay P. Singh
Keyword(s):  
2007 ◽  
Vol 2 (1) ◽  
pp. 3-10 ◽  
Author(s):  
Kazuya Inoue ◽  

Progress against flood disasters since the end of Word War II has shown that although human casualties have sharply decreased, material damage has not, despite improvements in flood control facilities. This is partly due to the increased concentration of buildings, infrastructures, and other assets in urban areas. Both natural and social factors are listed, and the implementation of suitable flood control policies is indispensable to saving lives and mitigating disasters in the future. Urban flood disasters are focused as a new type disaster explained in detail, stressing a combination of structural and non-structural measures and wide-area development accounting for both rivers and their entire basins to distribute the load in terms of flood control policy.


2021 ◽  
Vol 1 (2) ◽  
pp. 147-164
Author(s):  
Muhammad Muhammad Afandi Naser ◽  
Murshal Manaf ◽  
Tri Budiharto

Abstract. This study aims to explain the characteristics of flood-affected areas, in order to analyze land suitability and spatial use in flood-affected areas and to formulate the concept of controlling the spatial use of flood-affected areas. This research is qualitative-quantitative with the analysis techniques used are scoring analysis, superimpose analysis, qualitative descriptive analysis and space envelope analysis. The results show that there are three classifications of flood hazard, namely low, medium and high, where in the high flood-prone areas in Sinjai city there are five villages, namely Balangnipa Village, Biringere Village, Bongki Village, Lappa Village and Samataring Village. The results of the second research objective were obtained from the overlay prone to flooding and the spatial pattern of the Sinjai urban RDTR, where the dominant spatial pattern of high flood prone areas is in the housing zone which covers an area of ​​564,185 hectares. The direction of the strategic concept based on three classifications of flood hazard in Sinjai urban areas is proposed in the form of disaster mitigation in the form of recommendations for flood control in accordance with the characteristics of flood-prone areas, and in controlling spatial use in the form of zoning regulations and permit proposals at the research location granting land use permits for each area prone to high, medium and low flood disasters.   Abstrak. Penelitian ini bertujuan untuk menerangkan karakteristik kawasan terdampak banjir, guna menganalisis kesesuaian lahan dan pemanfaatan ruang pada kawasan terdampak banjir dan merumuskan konsep pengendalian pemanfaatan ruang kawasan terdampak banjir. Penelitian ini bersifat kualitatif-kuantitatif dengan teknik analisis yang digunakan adalah analisis skoring, analisis superimpose, analisis deskriptif kualitatif dan analisis amplop ruang. Hasil penelitian diketahui bahwa terdapat tiga klasifikasi kerawanan banjir yaitu rendah, sedang dan tinggi yang dimana pada kawasan rawan banjir tinggi di perkotaan Sinjai terdapat di lima kelurahan yaitu Kelurahan Balangnipa, Kelurahan Biringere, Kelurahan Bongki, Kelurahan Lappa dan Kelurahan Samataring. Adapun hasil tujuan penelitian kedua yang didapat dari overlaynya rawan banjir dan pola ruang RDTR perkotaan Sinjai, dimana yang berdominan pada pola ruang kawasan rawan banjir tinggi terdapat di zona perumahan yang luasnya sebesar 564.185 Ha. Arahan konsep strategi berasarkan tiga klasifikasi kerawanan banjir di kawasan perkotaan Sinjai diusulkan dalam bentuk mitigasi bencana berupa rekomendasi pengendalian banjir yang sesuai dengan karakteristik pada kawasan rawan banjir, dan pada pengendalian pemafaatan ruang berupa peraturan zonasi dan usulan perizinan di lokasi penelitian dapat disimpulkan bahwa  terdapat perbedaan perilaku pemberian perizinan penggunaan lahan pada setiap kawasan rawan bencana banjir tinggi, sedang maupun rendah.


2020 ◽  
Vol 17 (13) ◽  
pp. 3409-3425
Author(s):  
Xuefei Li ◽  
Outi Wahlroos ◽  
Sami Haapanala ◽  
Jukka Pumpanen ◽  
Harri Vasander ◽  
...  

Abstract. Many wetlands have been drained due to urbanization, agriculture, forestry or other purposes, which has resulted in a loss of their ecosystem services. To protect receiving waters and to achieve services such as flood control and storm water quality mitigation, new wetlands are created in urbanized areas. However, our knowledge of greenhouse gas exchange in newly created wetlands in urban areas is currently limited. In this paper we present measurements carried out at a created urban wetland in Southern Finland in the boreal climate. We conducted measurements of ecosystem CO2 flux and CH4 flux (FCH4) at the created storm water wetland Gateway in Nummela, Vihti, Southern Finland, using the eddy covariance (EC) technique. The measurements were commenced the fourth year after construction and lasted for 1 full year and two subsequent growing seasons. Besides ecosystem-scale fluxes measured by the EC tower, the diffusive CO2 and CH4 fluxes from the open-water areas (FwCO2 and FwCH4, respectively) were modelled based on measurements of CO2 and CH4 concentration in the water. Fluxes from the vegetated areas were estimated by applying a simple mixing model using the above-mentioned fluxes and the footprint-weighted fractional area. The half-hourly footprint-weighted contribution of diffusive fluxes from open water ranged from 0 % to 25.5 % in 2013. The annual net ecosystem exchange (NEE) of the studied wetland was 8.0 g C-CO2 m−2 yr−1, with the 95 % confidence interval between −18.9 and 34.9 g C-CO2 m−2 yr−1, and FCH4 was 3.9 g C-CH4 m−2 yr−1, with the 95 % confidence interval between 3.75 and 4.07 g C-CH4 m−2 yr−1. The ecosystem sequestered CO2 during summer months (June–August), while the rest of the year it was a CO2 source. CH4 displayed strong seasonal dynamics, higher in summer and lower in winter, with a sporadic emission episode in the end of May 2013. Both CH4 and CO2 fluxes, especially those obtained from vegetated areas, exhibited strong diurnal cycles during summer with synchronized peaks around noon. The annual FwCO2 was 297.5 g C-CO2 m−2 yr−1 and FwCH4 was 1.73 g C-CH4 m−2 yr−1. The peak diffusive CH4 flux was 137.6 nmol C-CH4 m−2 s−1, which was synchronized with the FCH4. Overall, during the monitored time period, the established storm water wetland had a climate-warming effect with 0.263 kg CO2-eq m−2 yr−1 of which 89 % was contributed by CH4. The radiative forcing of the open-water areas exceeded that of the vegetation areas (1.194 and 0.111 kg CO2-eq m−2 yr−1, respectively), which implies that, when considering solely the climate impact of a created wetland over a 100-year horizon, it would be more beneficial to design and establish wetlands with large patches of emergent vegetation and to limit the areas of open water to the minimum necessitated by other desired ecosystem services.


1997 ◽  
Vol 36 (8-9) ◽  
pp. 219-222 ◽  
Author(s):  
M. Imbe ◽  
T. Ohta ◽  
N. Takano

Urbanization generally causes expansion of urban areas, improvement of lifestyles, high population density and high levels of land utilization. Those urbanization processes have resulted in an expansion of impermeable areas such as roofs and pavements, an increase in water demand, an increase in industrial and domestic waste water and a reduction of water surface areas and green lands. The above-mentioned phenomena tend to distort the appropriate hydrological water cycle and derive the six issues to be solved which were pointed out in our previous paper Imbe et al.(1995). Six issues were described as: 1) Maintenance of Ordinary Water Discharge; 2) Flood Control; 3) Conservation and Development of Water Resources; 4) Conservation and Revival of Ecological System; 5) Pollution Control; 6) Improvement of Heat Environment. In order to prevent the deterioration of the hydrological water cycle, many relevant measures are taken into account and the effect of those measures should be evaluated before the implementation. This paper presents a practical example of the evaluation procedure through a case study of the actual urbanized river basin called Azuma River.


2021 ◽  
Author(s):  
Katerina Trepekli ◽  
Thomas Friborg ◽  
Thomas Balstrøm ◽  
Bjarne Fog ◽  
Albert Allotey ◽  
...  

<p>Rapidly expanding cities are exposed to higher damage potential from floods, necessitating effective proactive management using technological developments in remote sensing observations and hydrological modelling.  In this study we tested whether high resolution topographic data derived by Light and Detection Ranging (LiDAR) and Unmanned Aerial Vehicle (UAV) systems can facilitate rapid and precise identification of high-risk urban areas, at the local scale. Three flood prone areas located within the Greater Accra Metropolitan Area in Ghana were surveyed by a UAV-LiDAR system. In order to simulate a realistic flow of precipitation runoff on terrains, Digital Terrain Models (DTM) including buildings and urban features that may have a substantial effect on water flow pathways (DTMb) were generated from the UAV-LiDAR datasets. The resulting DTMbs, which had a spatial resolution of 0.3 m supplemented a satellite-based DTM of 10 m resolution covering the full catchment area of Accra, and applied to a hydrologic screening model (Arc-Malstrøm) to compare the flood simulations. The precision of the location, extent and capacity of landscape sinks were substantially improved when the DTMbs were utilized for mapping the flood propagation. The semi-low resolution DTM projected unrealistically shallower sinks, with larger extents but smaller capacities that consequently led to an overestimation of the runoff volume by 15% for a sloping site, and up to 65 % for 1st order sinks in flat terrains. The observed differences were attributed to the potential of high resolution DTMbs to detect urban manmade features like archways, boundary walls and bridges which were found to be critical in predictions of runoff’s courses, but could not be captured by the coarser DTM. Discrepancies in the derived water volumes using the satellite-based DTM vs. the UAV-LiDAR DTMbs were also traced to dynamic alterations in the geometry of streams and rivers, due to construction activities occurring in the interval between the aerial campaign and the date of acquisition of the commercially available DTM. Precise identification of urban flood prone areas can be enhanced using UAV-LiDAR systems, facilitating the design of comprehensive early flood-control measures, especially in urban settlements exposed to the adverse effects of perennial flooding. This research is funded by a grant awarded by the Danish Ministry of Foreign Affairs (Danida).</p>


Water ◽  
2021 ◽  
Vol 13 (19) ◽  
pp. 2620
Author(s):  
Giuseppe Francesco Cesare Lama ◽  
Matteo Rillo Migliorini Giovannini ◽  
Alessandro Errico ◽  
Sajjad Mirzaei ◽  
Roberta Padulano ◽  
...  

Flood hazard mitigation in urban areas crossed by vegetated flows can be achieved through two distinct approaches, based on structural and eco-friendly solutions, referred to as grey and green–blue engineering scenarios, respectively; this one is often based on best management practices (BMP) and low-impact developments (LID). In this study, the hydraulic efficiency of two green–blue scenarios in reducing flood hazards of an urban area crossed by a vegetated river located in Central Tuscany (Italy), named Morra Creek, were evaluated for a return period of 200 years, by analyzing the flooding outcomes of 1D and 2D unsteady hydraulic simulations. In the first scenario, the impact of a diffuse effect of flood peak reduction along Morra Creek was assessed by considering an overall real-scale growth of common reed beds. In the second scenario, riverine vegetation along Morra Creek was preserved, while flood hazard was mitigated using a single vegetated flood control area. This study demonstrates well the benefits of employing green–blue solutions for reducing flood hazards in vegetated rivers intersecting agro-forestry and urban areas while preserving their riverine ecosystems. It emerged that the first scenario is a valuable alternative to the more impacting second scenario, given the presence of flood control areas.


2019 ◽  
Author(s):  
Xuefei Li ◽  
Outi Wahlroos ◽  
Sami Haapanala ◽  
Jukka Pumpanen ◽  
Harri Vasander ◽  
...  

Abstract. Many wetlands have been drained due to urbanization, agriculture, forestry or other purposes, which has resulted in losing their ecosystem services. To protect receiving waters and to achieve services such as flood control and stormwater quality mitigation, new wetlands are created in urbanized areas. However, our knowledge of greenhouse gas exchange in newly created wetlands in urban areas is currently limited. In this paper we present measurements carried out at a created urban wetland in boreal climate. We conducted measurements of ecosystem CO2 flux (NEE) and CH4 flux (FCH4) at the constructed stormwater wetland Gateway in Nummela, Vihti, Southern Finland using eddy covariance (EC) technique. The measurements were commenced the fourth year after construction and lasted for one full year and two subsequent growing seasons. Besides ecosystem scale fluxes measured by EC tower, the diffusive CO2 and CH4 fluxes from the open-water area (Fw_CO2 and Fw_CH4, respectively) were modelled based on measurements of CO2 and CH4 concentration in the water. Fluxes from vegetated area were estimated by applying a simple mixing model using above-mentioned fluxes and footprint-weighted fractional area. The half-hourly footprint-weighted contribution of diffusive fluxes from open water ranged from 0 to 25.5 % in year 2013. The annual NEE of the studied wetland was 8.0 g C-CO2 m−2 yr−1 with the 95 % confidence interval between −18.9 and 34.9 g C-CO2 m−2 yr−1 and FCH4 was 3.9 g C-CH4 m−2 yr−1 with the 95 % confidence interval between 3.75 and 4.07 g C-CH4 m−2 yr−1. The ecosystem sequestered CO2 during summer months (June–August), while the rest of the year it was a CO2 source. CH4 displayed strong seasonal dynamics, higher in summer and lower in winter, with a sporadic emission episode in the end of May 2013. Both CH4 and CO2 fluxes, especially those obtained from vegetated area, exhibited strong diurnal cycle during summer with synchronized peaks around noon. The annual Fw_CO2 was 297.5 g C-CO2 m−2 yr−1 and Fw_CH4 was 1.73 g C-CH4 m−2 yr−1. The peak diffusive CH4 flux was 137.6 nmol C-CH4 m−2 s−1, which was synchronized with the FCH4. Overall, during the monitored time period, the established stormwater wetland had a climate warming effect with 0.263 kg CO2-eq m−2 yr−1 of which 89 % was contributed by CH4. The radiative forcing of the open-water exceeded the vegetation area (1.194 kg CO2-eq m−2 yr−1 and 0.111 kg CO2-eq m−2 yr−1, respectively), which implies that, when considering solely the climate impact of a created wetland over a 100-year horizon, it would be more beneficial to design and establish wetlands with large patches of emergent vegetation, and to limit the areas of open-water to the minimum necessitated by other desired ecosystem services.


Water ◽  
2017 ◽  
Vol 9 (6) ◽  
pp. 428 ◽  
Author(s):  
Eui Lee ◽  
Joong Kim

Flooding volume in urban areas is not linearly proportional to flooding damage because, in some areas, no flooding damage occurs until the flooding depth reaches a certain point, whereas flooding damage occurs in other areas whenever flooding occurs. Flooding damage is different from flooding volume because each subarea has different components. A resilience index for urban drainage systems was developed based on flooding damage. In this study, the resilience index based on flooding damage in urban areas was applied to the Sintaein basin in Jeongup, Korea. The target watershed was divided into five subareas according to the status of land use in each subarea. The damage functions between flooding volume and flooding damage were calculated by multi-dimensional flood damage analysis. The extent of flooding damage per minute was determined from the results of flooding volume per minute using damage functions. The values of the resilience index based on flooding damages were distributed from 0.797292 to 0.933741. The resilience index based on flooding damage suggested in this study can reflect changes in urban areas and can be used for the evaluation of flood control plans such as the installation, replacement, and rehabilitation of drainage facilities.


2018 ◽  
Vol 38 ◽  
pp. 03047
Author(s):  
Shiyuan Feng ◽  
Qingguo Li

The system construction of urban flood control and disaster reduction in China is facing pressure and challenge from new urban water disaster. Under the circumstances that it is difficult to build high standards of flood protection engineering measures in urban areas, it is particularly important to carry out urban flood early warning. In Jinan City, a representative inland area, based on the index system of early warning of flood in Jinan urban area, the method of fuzzy comprehensive evaluation was adopted to evaluate the level of early warning. Based on the cumulative rainfall of 3 hours, the CAflood simulation results based on cellular automaton model of urban flooding were used as evaluation indexes to realize the accuracy and integration of urban flood control early warning.


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