A case study of flow characteristics of permeable pavements by time and space model

2014 ◽  
Vol 41 (7) ◽  
pp. 660-666 ◽  
Author(s):  
Wuguang Lin ◽  
SungWoo Ryu ◽  
Yoon-Ho Cho
Keyword(s):  
Urban Areas ◽  
Discharge Rate ◽  
Flow Characteristics ◽  
Infiltration Rate ◽  
Peak Discharge ◽  
Rainfall Simulation ◽  
Circulation System ◽  
Permeable Pavement ◽  
Permeable Pavements ◽  
Water Circulation System

Permeable pavement is widely used to improve the water circulation system in urban areas. The advantages of using permeable pavement are the storage of rainwater, reduction of runoff, out-flow delay, and reduction of peak discharge. The outflow characteristics of different types of permeable pavements are explained by runoff coefficients, which define the relationship between runoff and infiltration rate. This study presents a model of cumulative outflow with respect to time explaining the discharge characteristics of permeable pavement. The model can be used to explain storage capacity, delay time, peak discharge rate, and outflow of pavement structure by accumulating total discharge at the surface and subsurface relative to time. For further verification of the model, a rainfall simulation experiment was performed in the field. Based on the data analysis through the developed model, the advantages of different permeable pavements can be characterized.

scholarly journals Analysis of Infiltrating Water Characteristics of Permeable Pavements in a Parking Lot at Full Scale

Water ◽  
2020 ◽  
Vol 12 (8) ◽  
pp. 2081 ◽  
Author(s):  
Jaerock Park ◽  
Jaehyun Park ◽  
Jonghyun Cheon ◽  
Jaehyuk Lee ◽  
Hyunsuk Shin
Keyword(s):  
Surface Runoff ◽  
Urban Areas ◽  
Rainfall Intensity ◽  
Flow Characteristics ◽  
Flood Damage ◽  
Surface Flow ◽  
Permeable Pavements ◽  
Water Characteristics ◽  
Parking Lot ◽  
Apartment Complexes

Impermeable materials are used for parking lots at apartment complexes and large stores which are concentrated in urban areas. These materials increase the amount of surface runoff by blocking infiltration, resulting in flood damage, dry stream phenomena in rivers in urban watersheds, and the depletion of ground water. In this study, a parking lot plot was constructed to quantitatively evaluate the efficiency of pavements using various materials (impermeable concrete, permeable concrete, and permeable block pavement). Four scenarios of rainfall intensity were simulated using a rainfall simulator within each plot (36 mm h−1, 48 mm h−1, 60 mm h−1, 72 mm h−1). The flow was observed by monitoring the system with a bucket flow meter. The efficiency and flow characteristics of the permeable concrete and block pavement were analyzed. The results were used to calculate the ratio of the surface flow to the infiltrating flow between impermeable and permeable pavements. The permeable concrete had a ratio of 1:0.9, and the permeable block pavement had a ratio of 1:0.58.

scholarly journals Reducing Stormwater Runoff from Parking Lot with Permeable Pavement

2018 ◽  
Vol 73 ◽  
pp. 05016 ◽  
Author(s):  
Suripin Suripin ◽  
Sachro Sri Sangkawati ◽  
Samto Atmojo Pranoto ◽  
Edhisono Sutarto ◽  
Budieny Hary ◽  
...  
Keyword(s):  
Urban Areas ◽  
Drainage System ◽  
Peak Discharge ◽  
Physical Models ◽  
Water Infiltration ◽  
Storm Water ◽  
Water Runoff ◽  
Permeable Pavement ◽  
Storm Water Runoff ◽  
Parking Lot

Increased urbanization has an impact on increased impervious surface, consequently the urban drainage system becomes gradually overloaded, with frequent spills and inundate urban areas. Upgrade or re-design the existing drainage system is not an effective solution because it does not address the source of the problem. It is necessary strategies for urbanization reduction of storm-water runoff. These strategies are aimed to reduce storm-water runoff mainly through water infiltration. One of the strategies is to develop permeable pavement. This study is aimed to test the capacity of permeable pavement through the development of full scale physical models in the parking lot. The results show that proposed permeable pavement are able to significantly reduce volume and peak discharge of storm-water runoff, delay the start of runoff and slow the peak discharge. The application of this proposed permeable pavement in the urban area is strongly recommended to reduce drainage load as well as to increase groundwater recharge.

scholarly journals Development of Rice Bran Mixed Porous Clay Bricks for Permeable Pavements: A Sustainable LID Technique for Arid Regions

2021 ◽  
Vol 13 (3) ◽  
pp. 1443
Author(s):  
Fawaz Alharbi ◽  
Meshal Almoshaogeh ◽  
Md. Shafiquzzaman ◽  
Husnain Haider ◽  
Md. Rafiquzzaman ◽  
...  
Keyword(s):  
Compressive Strength ◽  
Rice Bran ◽  
Urban Areas ◽  
Stormwater Management ◽  
Permeability Coefficient ◽  
World Health ◽  
Stormwater Treatment ◽  
Sustainable Solutions ◽  
Permeable Pavements ◽  
Clay Bricks

Permeable pavement provides sustainable solutions for urban stormwater management. In this research, the potential of rice bran mixed porous clay bricks were evaluated for permeable pavements. Physical, mechanical and hydrological properties along with stormwater treatment capabilities of the brick samples were assessed. The study found that ratio of rice bran and clay soil has significant impacts on the properties of the produced bricks. Water adsorption and porosity increased with increasing rice bran ratio. Compressive strength of brick samples decreased from 29.6 MPa to 6.9 MPa when the ratio of rice bran was increased from 0% to 20%. The permeability coefficient increased from 4 × 10−4 to 1.39 × 10−2 mm/s with the increase in rice bran from 0% to 30%. The preamble clay bricks were efficient to remove turbidity, total suspended solids (TSS), five days’ biochemical oxygen demand (BOD5), and heavy metals (Mn, Cu, and Zn) from stormwater to meet the World Health Organization (WHO) standard for wastewater reuse application. The bricks with ≤10% of rice bran achieved the American Society for Testing and Materials (ASTM) standard of the desire compressive strength and permeability coefficient for pedestrian and light traffic pavements. The porous bricks prepared in this study can be used to construct permeable pavements and would be a sustainable low impact developments technique for stormwater management in urban areas.

scholarly journals Microplastic Depuration on Asaphis Detlorata

2020 ◽  
Vol 1 (2) ◽  
pp. 37-46
Author(s):  
Dian Fatriani Indah Saputri ◽  
Anwar Daud ◽  
Rachman Syah ◽  
Agus Bintara Birawida ◽  
Hasnawati Amqam ◽  
...  
Keyword(s):  
Research Design ◽  
Analysis Of Variance ◽  
Experimental Animal ◽  
Experimental Research ◽  
River Estuary ◽  
Circulation System ◽  
Randomized Design ◽  
Water Circulation System ◽  
Completely Randomized Design ◽  
Post Hoc

Depuration is an effort to reduce/eliminate contamination including microplastics, which one is using a water circulation system. This study aims to determine the effective depuration time to reduce the microplastic content in Asaphis detlorata This study used a quantitative approach with experimental research design with a completely randomized design. There are 450 shells used as an experimental animal where is the treatment consisted of four depuration times, namely 1;2;3; and 4 days with 3 repetitions of each treatment, while the control shells were without depuration. Analysis of variance (ANOVA) was used to see the effect of depuration treatment on the microplastic content. If the effect of the treatment was significantly different, then the post hoc test was continued to determine the differences between treatments. The results showed that Asaphis detlorata obtained from the mouth of the Lakatong river estuary were contaminated with microplastics ranging from 0.6 to 8.1 MPs/shellfish and an average of 3.96 MPs/shellfish. Depuration time significantly affected the microplastic content in shellfish depuration effectiveness. There is a tendency that the longer depuration time is decreased microplastic content in shellfish. The effective depuration time to reduce the microplastic content in Asaphis detlorata was 3 and 4 days. Further research is needed for a more effective depuration for cleaning microplastics in shellfish.

scholarly journals Effects of land use and water quality on greenhouse gas emissions from an urban river system

2020 ◽  
Author(s):  
Long Ho ◽  
Ruben Jerves-Cobo ◽  
Matti Barthel ◽  
Johan Six ◽  
Samuel Bode ◽  
...  
Keyword(s):  
Water Quality ◽  
Land Use ◽  
Urban Areas ◽  
Anthropogenic Activities ◽  
Ghg Emissions ◽  
Flow Characteristics ◽  
River System ◽  
Urban River ◽  
Polluted Water ◽  
Land Use Types

Abstract. Rivers act as a natural source of greenhouse gases (GHGs) that can be released from the metabolisms of aquatic organisms. Anthropogenic activities can largely alter the chemical composition and microbial communities of rivers, consequently affecting their GHG emissions. To investigate these impacts, we assessed the emissions of CO2, CH4, and N2O from Cuenca urban river system (Ecuador). High variation of the emissions was found among river tributaries that mainly depended on water quality and neighboring landscapes. By using Prati and Oregon Indexes, a clear pattern was observed between water quality and GHG emissions in which the more polluted the sites were, the higher were their emissions. When river water quality deteriorated from acceptable to very heavily polluted, their global warming potential (GWP) increased by ten times. Compared to the average estimated emissions from global streams, rivers with polluted water released almost double the estimated GWP while the proportion increased to ten times for very heavily polluted rivers. Conversely, the GWP of good-water-quality rivers was half of the estimated GWP. Furthermore, surrounding land-use types, i.e. urban, roads, and agriculture, significantly affected the river emissions. The GWP of the sites close to urban areas was four time higher than the GWP of the nature sites while this proportion for the sites close to roads or agricultural areas was triple and double, respectively. Lastly, by applying random forests, we identified dissolved oxygen, ammonium, and flow characteristics as the main important factors to the emissions. Conversely, low impact of organic matter and nitrate concentration suggested a higher role of nitrification than denitrification in producing N2O. These results highlighted the impacts of land-use types on the river emissions via water contamination by sewage discharges and surface runoff. Hence, to estimate of the emissions from global streams, both their quantity and water quality should be included.

scholarly journals Mapping of Domestic Hot Water Circulation Losses in Buildings – Preliminary Results from 134 Measurements

2020 ◽  
Vol 172 ◽  
pp. 12009
Author(s):  
Stephen Burke ◽  
Jonatan von Seth ◽  
Tomas Ekström ◽  
Christoffer Maljanovski ◽  
Magnus Wiktorsson
Keyword(s):  
Total Energy ◽  
Energy Flow ◽  
Energy Use ◽  
Average Energy ◽  
Water Circulation ◽  
Hot Water ◽  
Circulation System ◽  
Preliminary Results ◽  
Water Circulation System ◽  
Heated Floor

The hot water circulation system in a building is a system which helps prevent Legionella problems whilst ensuring that tenants have access to hot water quickly. Poorly designed or implemented systems not only increase the risk to people’s health and thermal comfort, but even result in an increase in the energy needed for this system to function properly. Results from previous studies showed that the total hot water circulation system loss can be as high as 25 kWh/m2 heated floor area per year. The purpose of this project is to measure the total energy use per year of the hot water circulation system in about 200 multifamily dwellings of different ages to verify that a system loss of 4 kWh/m2, year is a realistic assumption for both newer and older/retrofitted buildings. The preliminary results from the first 134 measurements showed that the assumption of 4 kWh/m2, year is rarely fulfilled. An average energy use of more than three times this is more common, even in newer buildings. Whilst some of the total energy lost is used to heat the buildings, it is not desirable because it is an uncontrolled energy flow.

scholarly journals Flow Kinetics of Molten Silicates through Thermal Barrier Coating: A Numerical Study

Coatings ◽  
2019 ◽  
Vol 9 (5) ◽  
pp. 332 ◽  
Author(s):  
Mohammad Rizviul Kabir ◽  
Anil Kumar Sirigiri ◽  
Ravisankar Naraparaju ◽  
Uwe Schulz
Keyword(s):  
Physical Vapor Deposition ◽  
Numerical Study ◽  
Flow Characteristics ◽  
Infiltration Rate ◽  
Parametric Model ◽  
Thermal Barrier ◽  
Infiltration Depth ◽  
Barrier Coating ◽  
Calcium Magnesium ◽  
Kinetics Of

Infiltration of molten calcium–magnesium–alumina–silicates (CMAS) through thermal barrier coatings (TBCs) causes structural degradation of TBC layers. The infiltration kinetics can be altered by careful tailoring of the electron beam physical vapor deposition (EB-PVD) microstructure such as feather arm lengths and inter-columnar gaps, etc. Morphology of the feathery columns and their inherent porosities directly influences the infiltration kinetics of molten CMAS. To understand the influence of columnar morphology on the kinetics of the CAMS flow, a finite element based parametric model was developed for describing a variety of EB-PVD top coat microstructures. A detailed numerical study was performed considering fluid-solid interactions (FSI) between the CMAS and TBC top coat (TC). The CMAS flow characteristics through these microstructures were assessed quantitatively and qualitatively. Finally, correlations between the morphological parameters and CMAS flow kinetics were established. It was shown that the rate of longitudinal and lateral infiltration could be minimized by reducing the gap between columns and increasing the length of the feather arms. The results also show that the microstructures with long feather arms having a lower lateral inclination decrease the CMAS infiltration rate, therefore, reduce the CMAS infiltration depth. The analyses allow the identification of key morphological features that are important for mitigating the CMAS infiltration.

scholarly journals Compensatory alternatives for flooding control in urban areas with tidal influence in Recife - PE

RBRH ◽  
2017 ◽  
Vol 22 (0) ◽  
Author(s):  
Marcos Antonio Barbosa da Silva Junior ◽  
◽  
Simone Rosa da Silva ◽  
Jaime Joaquim da Silva Pereira Cabral ◽  
Keyword(s):  
Urban Areas ◽  
Drainage System ◽  
Infiltration Rate ◽  
Urban Drainage ◽  
Drainage Network ◽  
Storm Water Management Model ◽  
Recurrence Period ◽  
Detention Tank ◽  
Swmm Model ◽  
Two Alternatives

ABSTRACT This paper presents a study of compensatory alternatives in urban drainage, using SWMM model (Storm Water Management Model), for the critical point of flooding in an urban area and vulnerable to tide fluctuations, located in Recife. For this, we used the registered information of the micro-drainage network and defined the parameters and variables required for modeling, such as: the subareas of contribution to the drainage system, indicating the percentage of soil waterproofing, equivalent width, slope, and infiltration rate; project rain; and tide curve. Two alternatives were simulated after the model has been calibrated. The first, which is an adaptation of the drainage network, presented maximum reductions in the volume of flooding of 37% for the events with recurrence period of two years and of 58% for five years of recurrence. The second, based on the deployment of a detention tank in the existing network, presented satisfactory results for the event of two years and reduced approximately 38% for events of five years. The results showed that there was a reduction in the area of flooding for the conditions simulated. However, the first alternative would not solve the local flooding problems, it would only attenuate and would increase the overload of the drainage pipes downstream of the modified system, while the second alternative could solve the problem of flooding, with the occurrence of an event of two years.

scholarly journals New Policy Framework with Plastic Waste Control Plan for Effective Plastic Waste Management

2020 ◽  
Vol 12 (15) ◽  
pp. 6049
Author(s):  
Sun-Kyoung Shin ◽  
Namil Um ◽  
Yong-Jun Kim ◽  
Na-Hyeon Cho ◽  
Tae-Wan Jeon
Keyword(s):  
Waste Management ◽  
Circular Economy ◽  
Urban Areas ◽  
Human Life ◽  
Developed Countries ◽  
Plastic Waste ◽  
Policy Framework ◽  
Circulation System ◽  
Plastic Pollution ◽  
Control Plan

With an increasing use of plastic, considerable plastic waste is generated, threatening the environment and public health. In particular, changes in living patterns in urban areas have significantly impacted the rate at which plastic waste increases every year. Thus, governments in many developed countries have implemented numerous policies to reduce plastic waste generation. Among them is the concept of circular economy that aims to protect the environment from plastic pollution and promote growth and innovation in industry and human life through overall changes in designing, producing, using, and recycling plastic products. The Korean government has implemented the Resource Circulation Act (RCA), which includes the concept of circular economy and resource efficiency policy for overall waste management. Following the concept of RCA, the Plastic Waste Control Plan (PWCP) was established for the comprehensive management of plastic waste. Therefore, this study introduces the goals and strategies of PWCP, which has a circulation system of four stages of production, consumption, discharge, and recycling, as well as the major roadblocks in the stages impeding the achievement of the goals and strategies. This study also suggests countermeasures at the government level for solving the major problems in the four stages.

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