scholarly journals Techno-Economic and Sensitivity Analysis of Rainwater Harvesting System as Alternative Water Source

2019 ◽  
Vol 11 (8) ◽  
pp. 2365 ◽  
Author(s):  
Pg Emeroylariffion Abas ◽  
TMI Mahlia
Keyword(s):  
Performance Measures ◽  
Economic Performance ◽  
Rainwater Harvesting ◽  
Water Source ◽  
High Water ◽  
Capital Cost ◽  
Water Price ◽  
Current Water ◽  
Alternative Water ◽  
The Cost

This paper formulates a rainwater harvesting model, with system and economic measures to determine the feasibility of a rainwater harvesting system, which uses water from the mains to complement the system. Although local meteorological and market data were used to demonstrate the model, it can also be easily adapted for analysis of other localities. Analysis has shown that an optimum tank size exists, which minimizes the cost per unit volume of water. Economic performance measures have indicated that rainwater harvesting system is currently infeasible to be implemented in Brunei; with capital cost and water price being shown to be among the prohibiting factors. To improve feasibility, a combination of rebate scheme on capital cost and raising the current water price has been proposed. It has also been shown that the system is more viable for households with high water demand.

scholarly journals Rainwater harvesting as an alternative for water supply in regions with high water stress

2018 ◽  
Vol 18 (6) ◽  
pp. 1946-1955 ◽  
Author(s):  
Miguel Ángel López Zavala ◽  
Mónica José Cruz Prieto ◽  
Cristina Alejandra Rojas Rojas
Keyword(s):  
Water Demand ◽  
Rainwater Harvesting ◽  
Economic Assessment ◽  
Water Source ◽  
High Water ◽  
Economic Benefits ◽  
Storage Tanks ◽  
Logistics Company ◽  
Current Water

Abstract In this study, the reliability of using rainwater harvesting to cover the water demand of a transportation logistics company located in Mexico City was assessed. Water consumption in facilities and buildings of the company was determined. Rainwater potentially harvestable from the roofs and maneuvering yard of the company was estimated based on a statistical analysis of the rainfall. Based on these data, potential water saving was determined. Characterization of rainwater was carried out to determine the treatment necessities for each water source. Additionally, the capacity of water storage tanks was estimated. For the selected treatment systems, an economic assessment was conducted to determine the viability of the alternative proposed. Results showed that current water demand of the company can be totally covered by using rainwater. The scenario where roof and maneuvering yard rainwater was collected and treated together resulted in being more economic than the scenarios where roof and maneuvering yard rainwater was collected and treated separately. Implementation of the rainwater harvesting system will generate important economic benefits for the company. The investment will be amortized in only 5 years and the NPV will be on the order of US$ 5,048.3, the IRR of 5.7%, and the B/I of 1.9.

PERENCANAAN PEMANFAATAN SISTEM PEMANENAN AIR HUJAN (PAH) DALAM MENDUKUNG PENERAPAN ECODRAIN DI KAMPUS B UNIVERSITAS NEGERI JAKARTA

2021 ◽  
Vol 16 (1) ◽  
pp. 18-25
Author(s):  
Fauziah Ismahyanti ◽  
Rosmawita Saleh ◽  
Arris Maulana
Keyword(s):  
Water Balance ◽  
Water Supply ◽  
Rainwater Harvesting ◽  
Water System ◽  
Water Source ◽  
Office Building ◽  
Water Volume ◽  
Water Balance Method ◽  
Rainwater Runoff ◽  
Alternative Water

This research is done to plan rainwater harvesting so that it can be used as an alternative water source on the campus B UNJ so it is expected to reduce groundwater use that can cause a puddle. The method used in the PAH development plan is a water balance method. This method compares the level of demand with water volume that can be accommodated or the availability of water (supply). Based on the results of the analysis, it was found that the potential for rainwater in the FIO office building A was 1773.95 m3 , FMIPA building B was 1904.62 m3 , the FIO lecture building C was 1613.21 m3 and the Ulul Albab mosque was 512.16 m3 . Potential rainwater obtained cistern PAH capacity of 200 m3 by saving water needs by 30% in building A FIO, building B FMIPA, and building C FIO. The capacity of the PAH cistern is 80 m3 by saving the water needs of the Ulul Albab mosque by 13.3%. Placement of the PAH cistern under the ground with a ground water system. Ecodrainage application by utilizing the PAH system can reduce drainage load by 0.158 m3 /second or 13.9% from rainwater runoff.

Rainwater harvesting solar pasteurization treatment systems for the provision of an alternative water source in peri-urban informal settlements

2018 ◽  
Vol 4 (2) ◽  
pp. 291-302 ◽  
Author(s):  
Brandon Reyneke ◽  
Thomas Eugene Cloete ◽  
Sehaam Khan ◽  
Wesaal Khan
Keyword(s):  
Drinking Water ◽  
Rural Areas ◽  
Microbial Contamination ◽  
Rainwater Harvesting ◽  
Informal Settlements ◽  
Water Source ◽  
Urban Informal Settlements ◽  
Alternative Water

Solar pasteurization systems are able to reduce microbial contamination in rainwater to within drinking water guidelines and thereby provide households in informal settlements and rural areas with an alternative water source.

Corn starch-based treatment improves rainwater quality

2015 ◽  
Vol 15 (6) ◽  
pp. 1326-1333
Author(s):  
Liane Yuri Kondo Nakada ◽  
Rodrigo Braga Moruzzi
Keyword(s):  
Corn Starch ◽  
Rainwater Harvesting ◽  
Single Layer ◽  
Water Source ◽  
Total Coliform ◽  
Direct Filtration ◽  
Alternative Water ◽  
End Use ◽  
Apparent Colour ◽  
Rainwater Quality

Rainwater harvesting can provide an alternative water source, which may demand little treatment, depending on the end use. Some starches have been used in water treatment as coagulant/flocculant/filtration aid, and might be applied as primary coagulant. Here, we show direct filtration with hydraulic rapid mixing, using 2–6 mg L−1 cationic corn starch as primary coagulant, considerably improves roof-harvested rainwater quality, achieving removal efficiencies of up to 71.7% of apparent colour, 78% of turbidity, 1.1 log-unit of total coliform, and 1.6 log-unit of Escherichia coli, meeting guidelines for turbidity, even for potable purposes. Cationic corn starch has proved to be a suitable primary coagulant when filtration is performed in a single-layer sand filter (coefficient of uniformity: 1.8, effective particle size: 0.52 mm), at hydraulic loading rate of 450 m day−1. However, a disinfection unit is required to meet an absence of faecal coliform.

scholarly journals Cost analysis of a rainwater harvesting system in Poland

2018 ◽  
Vol 45 ◽  
pp. 00078
Author(s):  
Grażyna Sakson
Keyword(s):  
Cost Analysis ◽  
Potable Water ◽  
Rainwater Harvesting ◽  
Annual Rainfall ◽  
Single Family ◽  
Construction Costs ◽  
Sewer System ◽  
Harvesting Systems ◽  
Alternative Water ◽  
The Cost

Rainwater harvesting is an alternative water supply method that has become popular in recent years around the world. This is mainly due to financial reasons (reducing the cost of potable water and fees for rainwater discharge to the sewerage), but also because of environmental awareness. In Poland, rainwater harvesting systems are not often used because of their low financial viability determined by high system construction costs and the low prices of potable water. Earlier analysis conducted by the author showed that the payback period of investment outlays was from a dozen or so years for large buildings, to a few dozen for single-family houses. This situation may change after the introduction of common fees for discharging rainwater from impervious areas into sewerage, and fees for the reduction of natural retention on newly built-up areas, in accordance with new water regulations. This paper presents a cost analysis of rainwater harvesting systems for ten cities in Poland, with varying annual rainfall depth and various pricing for potable water. Analyses were carried out for a single-family house located in an area equipped with a municipal sewer system, and for a large building, located in an area equipped and not equipped with a municipal sewer system.

Quality of rainwater harvesting in urban systems: case study in Colombia

2015 ◽  
Vol 10 (3) ◽  
pp. 424-431 ◽  
Author(s):  
T. Morales-Pinzón ◽  
M. I. García-Serna ◽  
M. T. Flórez-Calderón
Keyword(s):  
Rainwater Harvesting ◽  
Water Source ◽  
Urban Systems ◽  
Different Types ◽  
External Sources ◽  
Roofing Material ◽  
Fibre Cement ◽  
Alternative Water

An analysis of the utilisation and quality of rainwater in different collection systems located in the Pereira–Dosquebradas (Colombia) conurbation was conducted to evaluate the conditions in these systems and thus determine whether rainwater is safe water for domestic, commercial and industrial purposes. The quality of rainwater and its relation to selected variables (roofing material, material deposits, piping material and amount of precipitation) were evaluated. Six buildings with different types of roofing (zinc, polycarbonate or fibre cement) that have installed systems to capture rainwater were selected for the evaluation. According to the results, the sampled water is suitable for different uses. In cities, rainwater can be adapted and eventually used as an alternative water source, thereby reducing dependence on local and external sources.

Rainwater Harvesting System as an Alternative Water Source for Domestic and Outdoor Uses

2008 ◽  
Author(s):  
Phil-Shik Kim ◽  
Kyung H Yoo ◽  
Ermson Nyakatawa ◽  
Nam Ho Lee ◽  
Puneet Srivastava ◽  
...  
Keyword(s):  
Rainwater Harvesting ◽  
Water Source ◽  
Alternative Water

Design and technical evaluation of improved rainwater harvesting system on a university building in Ethiopia

2015 ◽  
Vol 15 (6) ◽  
pp. 1220-1227 ◽  
Author(s):  
Tatek Temesgen ◽  
Mooyoung Han ◽  
Hyunju Park ◽  
Tschung-il Kim
Keyword(s):  
Quality Improvement ◽  
Rainwater Harvesting ◽  
Particle Separation ◽  
Water Source ◽  
Operational Parameters ◽  
Separation Theory ◽  
Demonstration Site ◽  
Ancient Times ◽  
Technical Evaluation ◽  
Alternative Water

Rainwater harvesting (RWH) has been practiced in Ethiopia since ancient times, but it has shown little development, because of inefficient techniques. Most efforts to capture rainwater did not show significant results owing to poor design and implementation resulted from slow technical development. This paper details design improvements tested on a demonstration site as well as an analysis of operational parameters. Similar, rainwater quality improvement techniques applied for the system are also discussed. Various scenarios were studied relating design and operating parameters for replicability and decision-making before construction stage. Common components of existing RWH systems in Ethiopia are discussed and contrasted with the implemented demonstration RWH system. Moreover, particle separation theory and techniques are introduced as quality improvement techniques. Results of the analysis also suggest a possibility of satisfying building demand by utilizing the installed system and it also shows the potential of RWH in Ethiopia as an alternative water source.

scholarly journals Water Taxation and Subsidy Analysis Based on Consumer Water Use Behavior and Water Sources Inside the Kathmandu Valley

Water ◽  
2018 ◽  
Vol 10 (12) ◽  
pp. 1802 ◽  
Author(s):  
Rajit Ojha ◽  
Bhesh Thapa ◽  
Sadhana Shrestha ◽  
Junko Shindo ◽  
Hiroshi Ishidaira ◽  
...  
Keyword(s):  
Water Use ◽  
Rainwater Harvesting ◽  
Groundwater Resources ◽  
Shallow Groundwater ◽  
Water Source ◽  
Water Sources ◽  
Water Price ◽  
Kathmandu Valley ◽  
Total Expenditure ◽  
Groundwater Exploitation

Groundwater is a major alternative water source used to cover the deficit of water supplied by Kathmandu Upatyaka Khanepani Limited (KUKL), the authority responsible for water supply inside Kathmandu Valley. The groundwater price relative to that of KUKL affects priority of usage, and hence, groundwater resources sustainability. Therefore, taxation or subsidies on water sources become necessary based on their implication on environment. In this study, we evaluate volumetric water price, including initial investment, operation and maintenance (O&M) cost for different water sources, and compare it with the water price of KUKL, Kathmandu. The results show that shallow groundwater is cheaper than KUKL’s water. For groundwater sustainability, taxation on shallow groundwater seems necessary. For the recent water use of 97 LPCD (liters per capita per day) the taxation requirement is Nepalese Rupee (NRs.) 320/month (0.35% of total expenditure) if the initial investment for well construction and O&M cost are considered, and NRs. 626 (0.7% of total expenditure) if only O&M cost is considered. On the other hand, rainwater harvesting and recharging, the measures to cope with groundwater exploitation, might need 40% to 50% subsidy for their initial investment.

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