scholarly journals REDUKSI DEBIT LIMPASAN DENGAN MENERAPKAN SISTEM EKODRAINASE PADA KAWASAN PERUMAHAN

2020 ◽  
Vol 3 (2) ◽  
pp. 104
Author(s):  
Athallah Manto ◽  
Trihono Kadri
Keyword(s):  
Storage Capacity ◽  
Drainage System ◽  
Residential Areas ◽  
Retention Pond ◽  
Retention Ponds ◽  
Run Off ◽  
Housing Area ◽  
Rainwater Management ◽  
Management Method ◽  
Runoff Discharge

<p><em>Rapid growth at the time of the event demanded space and resources. Changes in land use in green areas into residential areas which reduce natural infiltration areas which make it difficult for air to absorb and cause surface runoff. Based on these conditions, it is necessary to develop a rainwater management method to reduce flood discharge, either managed by being infused, collected or channeled out of the area with the smallest possible discharge. By implementing a drainage system with an environmental or ecodrainage perspective in the Karawaci Kingdom Park housing area, it is possible to reduce runoff discharge that occurs. Some of the ecodrainage technologies that are applied in the slumping areas are rainwater storage, infiltration wells, biopores, bioretension and retention ponds. Based on the results of the calculation of the housing runoff discharge value of 0.22286 m3/s. By implementing an ecodrainage system, it can reduce 52% of the total area discharge and the rest will flow into the retention pond before being run off to the receiving water bodies. Due to limited land, the pool storage capacity is 900 m3. </em></p>

Sustainable rainwater management in the Emscher river catchment area

2002 ◽  
Vol 45 (3) ◽  
pp. 159-166 ◽  
Author(s):  
M. Becker ◽  
U. Raasch
Keyword(s):  
Catchment Area ◽  
Residential Area ◽  
Wastewater Management ◽  
Residential Areas ◽  
River Catchment ◽  
Run Off ◽  
Rainwater Management ◽  
Receiving Waters ◽  
Set Up ◽  
Bodies Of Water

The wastewater management system of the Emscher region is currently being radically restructured. The receiving waters currently surviving as open sewers are to be freed of their wastewater burden and reconstituted to a state as natural as possible, while the wastewater is to be routed underground to the treatment plants. Great importance is attached to the most natural possible rainwater management, in order to buffer extreme run-off situations in the watercourses and to minimize the costs for residential-area water management engineering. Rethinking, which in many cases percolates through only slowly, is necessary in many respects for this purpose. A contest has been set up in the Emscher catchment area in order to accelerate this in the existing residential areas. Seepage, decentralized retention, disconnection and discharge into bodies of water and watercourses have been financially supported. The results are presented and the further procedure deriving from them discussed.

scholarly journals Injection well as an eco-drainage solution to reduce surface run-off at the State University of Malang

2018 ◽  
Vol 204 ◽  
pp. 03017
Author(s):  
Gilang Idfi ◽  
Anie Yulistyorini ◽  
Tika Apriliani
Keyword(s):  
Permeability Coefficient ◽  
Drainage System ◽  
The State ◽  
Injection Well ◽  
State University ◽  
Soil Permeability ◽  
Injection Wells ◽  
Run Off ◽  
Plan Design ◽  
Runoff Discharge

This study aims to investigate the plan design and reduction of the runoff discharge using the eco-drainage system in the form of injection well. This research was conducted through an analysis of the injection well plan design at Graha Rektorat of the State University of Malang (SUM) and testing of soil permeability coefficient in the laboratory using Falling Head Permeability method. The result showed that design of injection wells using 1.5 m diameter and 3 m of depth for ten injection wells reduced drainage load by 44%, 34.35%, and 28.9% at return period of 2, 5, and 10 years respectively and the value of soil permeability coefficient was 2.01 cm/hour.

scholarly journals ANALYSIS OF RESIDENTIAL RESERVOIR CAPACITY AT THE MUTIARA PURI HARMONI 2 CIKARANG

ASTONJADRO ◽  
2021 ◽  
Vol 10 (1) ◽  
pp. 27
Author(s):  
Mohammad Imamuddin ◽  
Adi Tathak Wahyu Prasetyo
Keyword(s):  
Rainfall Intensity ◽  
Drainage System ◽  
Residential Areas ◽  
Reservoir Capacity ◽  
Reservoir Water ◽  
Distribution Method ◽  
The North ◽  
Concentration Time ◽  
Housing Area ◽  
Calculation Results

<p>Cikarang is one of the areas in the administrative city of Bekasi Regency, which has several flood-prone areas. Every year, several areas of Cikarang often experience flooding, including the North Cikarang area. Precisely in Karanganyar Village, Karang Bahagia Subdistrict, where most of the land has been converted from rice fields to densely populated housing. Over time, Karang Bahagia Subdistrict became familiar with floods and puddles. Mutiara Puri Harmoni 2 Housing is one of the densely populated residential areas in the Karang Bahagia District. From the observation of the drainage system made by Mutiara Puri Harmoni 2 Housing, there is a lot of sedimentation and some of the sections have a lot of narrowing due to increased development in the housing area. For the drainage before it is drained into the nearest river, namely the Gemboro river, the Mutiara Puri Harmoni 2 housing drainage system creates a reservoir as a storage. By analyzing the reservoir section using the rainfall distribution method and the Log Pearson III method, the resulting 2-year rainfall intensity is 74.374 mm/hour with the resulting discharge of 3.339 m3/second. From the calculation results, the reservoir storage is 6057.216 m3/second with a cross section of 62.4 mx 55.62m. Taking into account the reservoir water balance using 17 years of rainfall data, the maximum discharge in February is 18323m3 and the lowest discharge is in August of 3038m3. Therefore, the results of the capacity analysis needed to avoid flooding are to deepen and expand the reservoir and/or add a pump so that the concentration time is not too long.</p>

scholarly journals Innovative Ceramic Floor for Resilient Cities

2021 ◽  
Vol 18 (2) ◽  
pp. 29-50
Author(s):  
Javier Mira Peidro ◽  
Jorge Corrales Garcí­a ◽  
Eduardo De Miguel Arbonés ◽  
Enrique Fernández-Vivancos González ◽  
Teresa Ros Dosdá
Keyword(s):  
Climate Change ◽  
Ceramic Tile ◽  
Mechanical Performance ◽  
Drainage System ◽  
Economic Assessment ◽  
Urban Environments ◽  
Run Off ◽  
Rainwater Management ◽  
Commercial Value ◽  
The Town

LIFE CERSUDS is a project carried out over the period 2016-2019 whom the main objective was to improve the ability of cities to adapt to climate change by promoting the use of green infrastructures in the renewal of urban environments. Under the project, an innovative permeable urban pavement (hereinafter, CERSUDS) was designed using ceramic tile stock of low commercial value. This pavement solution was tested in a demonstrator in the town of Benicí ssim. The main objective of the project was to improve the ability of cities to adapt to climate change by promoting the use of green infrastructures in the renewal of urban environments. Under the project, a Sustainable Urban Drainage System (SUDS) was built as a demonstrator in the town of Benicí ssim, using ceramic tile stock of low commercial value to manufacture an innovative permeable floor (hereinafter, CERSUDS flooring), a subject already dealt with in an earlier presentation at this congress . Once the demonstrator had been built, a monitoring period was run between August 2018 and July 2019, which enabled both the CERSUDS floor and the demonstrator's value as a rainwater management system to be validated. This article presents the design process of the ceramic permeable pavement including the main results of the tests carried in the laboratory and the main results of the project relate to: environmental and economic assessment of the CERSUDS system, user's validation of the system, monitoring of the system's mechanical performance and permeability, and monitoring of the demonstrator's hydraulic response in terms of the quantity and quality of run-off water.

scholarly journals Social relations and self-rated health in a multi-ethnic social housing area undergoing demolition

2020 ◽  
Vol 30 (Supplement_5) ◽  
Author(s):  
M F Kvorning ◽  
A Srivarathan ◽  
S Nygaard ◽  
R Lund
Keyword(s):  
Social Relations ◽  
Social Housing ◽  
Structural Changes ◽  
Ethnically Diverse ◽  
Political Agenda ◽  
Residential Areas ◽  
Self Rated Health ◽  
Housing Area ◽  
Increased Risk ◽  
Contact Frequency

Abstract Background During the coming years, selected social housing areas in Denmark will undergo large structural changes as part of a political agenda. Previous studies on the effects of such interventions are inconclusive. Residential areas are important for the development of social relations and health. The aim of this study was to explore the associations between social relations and self-rated health (SRH) and the interaction with country of origin in an ethnically diverse social housing area undergoing demolition, and compare results with the municipality. Methods Data include multilingual interviewer driven surveys with residents aged 45+ years before demolition began in 2018 (N = 209) and during the demolition in 2019 (N = 132), and a health survey on municipality level (N = 1638). Information on social relations include contact frequency with and support from family, friends and neighbors. SRH was dichotomized into high/low. Descriptive and multivariate logistic regression analyses adjusted for age, sex and Western/non-Western origin are presented. Results In cross-sectional analyses from 2018, low contact frequency and low support increased the risk of low SRH, OR = 1.44 (0.63-3.29) and OR = 1.23 (0.62-2.48), especially when also having non-Western origin compared to having high contact frequency or support and Western origin, OR = 6.27 (1.80-21.84) and OR = 4.43 (1.68-11.69), respectively. The same association was seen in 2019 and on municipality level. Low contact frequency in 2018 was associated with higher risk of developing or maintaining low SRH in 2019 compared to the group with high contact frequency in 2018 in longitudinal analyses, OR = 3.04 (0.91-10.91). Conclusions Poor social relations increased the risk of low SRH, especially when also having non-Western origin. Having poor social relations before the demolition was associated with an increased risk of developing or maintaining low SRH during the demolition in an ethnically diverse social housing area. Key messages Having low contact frequency before area demolition in a social housing area in Denmark increased the risk of developing or maintaining low self-rated health after demolition had begun. Having poor social relations and non-Western origin is associated with a strong increased risk of low self-rated health in a deprived ethnic diverse social housing area in Denmark.

Study on Implementation of ITK Campus Drainage Master Plan (Case Study: Faculty of Mathematics and Natural Sciences)

2021 ◽  
Vol 104 ◽  
pp. 47-56
Author(s):  
Rossana Margaret Kadar Yanti ◽  
Oryza Lhara Sari ◽  
Rizjal Wahyu
Keyword(s):  
Teaching And Learning ◽  
Drainage System ◽  
Natural Sciences ◽  
Learning Activities ◽  
Master Plan ◽  
Institute Of Technology ◽  
Under Construction ◽  
Runoff Discharge ◽  
Technology Area

Two main building Kalimantan Institute of Technology was established on an area of 3500 m2 on October 6, 2014 which serves as the infrastructure for teaching and learning activities of students. The rapid increase in the number of students each year results in an increase in the number of buildings as facilities for teaching and learning. This is the background for the development of the Kalimantan Institute of Technology area by adding five more lecture buildings to support teaching and learning activities for 3500 students. The expansion area for five more lecture buildings is currently under construction in the area of ​​the Faculty of Mathematics and Natural Sciences. The function of the land area has been change due to building construction resulted in an increase in runoff discharge. This condition certainly affects the region if not handled properly. Increased runoff discharge will affect inundation or flooding in the area if it is not equipped with a drainage system as needed. This research is one alternative solution given. This research is in the form of a study on the implementation of a drainage master plan that aims to obtain drainage dimensions such as drainage width, drainage length and drainage depth by observing runoff due to rainwater using the concept of environmentally friendly drainage. The research obtained from the dimensions of tertiary canals with dimensions of 0.10-0.30 meters, secondary channels 0.30-0.45 meters and primary channels 0.35-0.70 meters with the discharge area of ​​the Faculty of Mathematics and Natural Sciences ITK is 1.18 m3/ sec.

scholarly journals Assessment of Building Coverage and Environmental Quality of Residential Area in Nkpor Uno Idemili North Local Government Area, Anambra State, Nigeria

2021 ◽  
Vol 3 (1) ◽  
pp. 019-024
Author(s):  
Aronu Cecilia Nkechi ◽  
Ede Alison Okorie ◽  
Ilo Clementine Ifeyinwa ◽  
Okeke Monique Ugochinyere ◽  
Nwankwo Chidiebere Joy ◽  
...  
Keyword(s):  
Environmental Quality ◽  
Survey Design ◽  
Compliance Rate ◽  
Drainage System ◽  
Residential Area ◽  
Residential Areas ◽  
Free Air ◽  
Inadequate Ventilation ◽  
Air Space

This study was conducted to assess the building coverage and environmental quality of residential area in Nkpor Uno Idemili North L.G, Nigeria. The study employed a descriptive survey design to find out level of compliance of buildings to planning regulations. One hundred and eighty (180) were interviewed using a modified instrument (questionnaire). The data collected were coded into SPSS and analyzed with descriptive statistics. The results showed that 72(40%) reported inadequate setback as a major effect of over built buildings, 55(30.6%) reported inadequate free air space, 37(20.6%) said inadequate ventilation and lighting. Also, the nature of drainage system provided in residential areas; 76(42.2%) has no drainage system, 70(38.9%) has close drainage system. The building coverage of residential houses in the study area; 60(33.3%) has their building falls under 51-75% for over built, 48(26.7%) has their building falls under 76-100% for overbuilt. For the factors influencing the percentage of area built upon, 57(31.7%) has greed and no money to acquire a large plot of land, 47(26.0%) has no land space to built their desirable house. Then, non adherence to provision of adequate ventilation and lighting in the residential houses in the study area affects the dwellers’ health and such factors can promote communicable diseases. In conclusion, it was observed that the compliance rate was not encouraging because the planning regulations recorded very low compliance as include set–back from property boundaries; inadequate free air space; lost of aesthetic values, and inadequate ventilation and lighting. Therefore, government should embark on enforcement of land use plan, and strategic plans for various towns and villages to accommodate its utilities and facilities.

scholarly journals Corrugated Galvanised Iron Sheet as an Alternative to Conventional Roofing Materials “A case study from Sakteng Wildlife Sanctuary, Bhutan”

2018 ◽  
Vol 6 (01) ◽  
Author(s):  
Sonam Tobgay ◽  
Kumbu Dorji ◽  
Norbu Yangdon
Keyword(s):  
Habitat Management ◽  
Positive Impact ◽  
Natural Habitat ◽  
Drainage System ◽  
Development Program ◽  
Wildlife Sanctuary ◽  
Run Off ◽  
Community Pressure ◽  
The Impact ◽  
Roofing Materials

Corrugated galvanized iron (CGI) sheet as an alternative to conventional roofing material was initiated under the integrated conservation development program (ICDP) of Sakteng Wildlife Sanctuary in the year 2004. The program was aimed at reducing community pressure on natural resources to enhance conservation of biodiversity and keystone fauna and flora species through protection of wild habitat. It has benefited 628 inhabitants of Merak and Sakteng which were identified as the least developed among 15 Gewogs (Blocks) under Trashigang Dzongkhag (District). Data were collected through semi structured questionnaires to study the impact of the program to policy and natural habitat management. Amongst the two types of conventional roofing materials available in the locality, Shingles (79%) were in extensive use in comparison to Bamboo mat (21%) attributing to its durability. However, people prefer to use CGI sheet (100%) roofing which is economical, durable and effective in comparison to Shingle and Bamboo mat roofing, where incidences of water seepage to the room is frequent and requires replacing after 5.6 and 1.7 years respectively incurring higher maintenance costs. Replacing conventional roofing with CGI sheet has a long-term positive impact to conservation of forest and wild habitat. It is estimated that under ideal conditions approximately 5521 healthy matured Fir trees (>4'1''girth) and 1.68 million Bamboos were saved from felling since the initial supply of CGI sheet. However, effective roofing has led to the construction of the illegal permanent concrete huts in the Tsamdro (pastureland) and changes in the architectural designs of their native houses. The need of proper drainage system was also observed as important to reduce the gully erosion from CGI sheet roof run-off.

scholarly journals Study on the Effectiveness of Infiltration Wells to Reduce Excess Surface Run Off In ITB

2018 ◽  
Vol 147 ◽  
pp. 03008
Author(s):  
Afifah Muhsinatu Mardiah ◽  
Cherish Nurul Ainy ◽  
Mohammad Bagus ◽  
Dhemi Harlan
Keyword(s):  
Drainage System ◽  
Service Area ◽  
Permeable Surface ◽  
Precipitation Data ◽  
Drainage Systems ◽  
The Past ◽  
Design Discharge ◽  
Run Off ◽  
Excess Surface ◽  
New Buildings

Institut Teknologi Bandung (ITB), Ganesha Campus, Indonesia, has an area of 28.86 hectares. The campus is located in Bandung. Starting from 2012, new buildings were constructed within the area, reducing the area of permeable surface significantly. In the past few years, there were several excess run off incidents in the campus. The insufficient area of permeable surface as well as the inadequate capacity of the drainage system contributes to the excess surface run off. The drainage system has only two outlets. Moreover, in some areas, the drainage systems are disconnected. Thus, most the surface run off are stored within the drainage system. The purpose of this study is to evaluate the effectiveness of infiltration wells for reducing the local excess run off in ITB. Precipitation data and drained service area are used to estimate the design discharge from each building in ITB. In order to avoid the excess surface run off of certain locations in ITB, then the infiltration wells are proposed to balance the area of impermeable surface. The effectiveness of the infiltration wells are evaluated by assessing their number to their contribution in reducing the excess surface runs off.

scholarly journals Sorption and Degradation Potential of Pharmaceuticals in Sediments from a Stormwater Retention Pond

Water ◽  
2019 ◽  
Vol 11 (3) ◽  
pp. 526 ◽  
Author(s):  
Fan Liu ◽  
Asbjørn Nielsen ◽  
Jes Vollertsen
Keyword(s):  
Half Life ◽  
Pond Water ◽  
Organic Micropollutants ◽  
Partitioning Coefficient ◽  
Retention Pond ◽  
Retention Ponds ◽  
Water Partitioning ◽  
Stormwater Retention ◽  
Sorption Potential

Stormwater retention ponds commonly receive some wastewater through misconnections, sewer leaks, and sewer overloads, all of which leads to unintended loads of organic micropollutants, including pharmaceuticals. This study explores the role of pond sediment in removing pharmaceuticals (naproxen, carbamazepine, sulfamethoxazole, furosemide, and fenofibrate). It quantifies their sorption potential to the sediments and how it depends on pH. Then it addresses the degradability of the pharmaceuticals in microcosms holding sediment beds and pond water. The sediment-water partitioning coefficient of fenofibrate varied little with pH and was the highest (average log Kd: 4.42 L kg−1). Sulfamethoxazole had the lowest (average log Kd: 0.80 L kg−1), varying unsystematically with pH. The coefficients of naproxen, furosemide and carbamazepine were in between. The degradation by the sediments was most pronounced for sulfamethoxazole, followed by naproxen, fenofibrate, furosemide, and carbamazepine. The first three were all removed from the water phase with half-life of 2–8 days. Over the 38 days the experiment lasted, they were all degraded to near completion. The latter two were more resistant, with half-lives between 1 and 2 months. Overall, the study indicated that stormwater retention ponds have the potential to remove some but not all pharmaceuticals contained in wastewater contributions.

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