Rainwater harvesting: model-based design evaluation

2010 ◽  
Vol 61 (1) ◽  
pp. 85-96 ◽  
Author(s):  
S. Ward ◽  
F. A. Memon ◽  
D. Butler

The rate of uptake of rainwater harvesting (RWH) in the UK has been slow to date, but is expected to gain momentum in the near future. The designs of two different new-build rainwater harvesting systems, based on simple methods, are evaluated using three different design methods, including a continuous simulation modelling approach. The RWH systems are shown to fulfill 36% and 46% of WC demand. Financial analyses reveal that RWH systems within large commercial buildings maybe more financially viable than smaller domestic systems. It is identified that design methods based on simple approaches generate tank sizes substantially larger than the continuous simulation. Comparison of the actual tank sizes and those calculated using continuous simulation established that the tanks installed are oversized for their associated demand level and catchment size. Oversizing tanks can lead to excessive system capital costs, which currently hinders the uptake of systems. Furthermore, it is demonstrated that the catchment area size is often overlooked when designing UK-based RWH systems. With respect to these findings, a recommendation for a transition from the use of simple tools to continuous simulation models is made.

2007 ◽  
Vol 2 (2) ◽  
Author(s):  
R.M Roebuck ◽  
R.M. Ashley

Rainwater harvesting systems are a recognised technique for reducing reliance on potable mains supply and as a potential way to save money. However, the widespread uptake of these systems has been slow partly due to the level of uncertainty surrounding hydraulic and financial performance. Current methods of assessment tend to be simplistic, using generalised rather than site-specific data. Often little account is taken of financial issues other than capital costs, such as operating/maintenance and decommissioning expenses. To overcome these shortcomings, a computer based modelling tool called RainCycle© was developed that has the capability to perform more detailed analysis than is possible with existing methods. The program includes a detailed hydraulic model of a typical rainwater harvesting system and also has the ability to explicitly account for all major costs associated with these systems. Modelling a number of proposed designs revealed that many of the current methods overestimate the hydraulic efficiency and potential cost savings that are achievable. However, it was found that water and monetary savings are still possible under favourable conditions. Further, it was found that capital, maintenance and required mains top-up water account for the majority of the whole life costs, whilst energy and decommissioning costs represent a small fraction of the required lifetime expenditure.


Water ◽  
2019 ◽  
Vol 11 (4) ◽  
pp. 783 ◽  
Author(s):  
Umapathi ◽  
Pezzaniti ◽  
Beecham ◽  
Whaley ◽  
Sharma

This paper presents a monitoring-based investigation of rainwater collection systems using economic performance indicators in a group of households with nonconventional end-uses for rainwater that are not traditionally associated with rainwater supply. The monitored data for five household rainwater tank systems were analysed in two stages. For the first stage, the data was empirically analysed to develop a method to predict effective roof catchment areas. For the second stage, the effective roof catchment areas, together with roof area connection percentages, were analysed against different types of water demands in individual households. The individual systems were investigated for yield capacities, costs and water security using a modified Roof Runoff Harvesting Systems average annual yield model based on daily water balance procedures. The Life Cycle Costing analysis of the systems using the model was based on the Capital Recovery Method by taking into consideration the capital costs as well as ongoing costs for maintenance, replacement and operation of the systems. The analysis established the optimal sizing requirements for the studied rainwater tanks and their corresponding roof area connectivity.


2020 ◽  
Vol 12 (4) ◽  
pp. 281-285
Author(s):  
A. V. Martynov ◽  
N. E. Kutko

The article deals with the problem of waste disposal and, accordingly, landfills in the Moscow Region, which have now become the number 1 problem for the environment in Moscow and the Moscow Region. To solve this problem, incineration plants (IP) will be established in the near future. 4 plants will be located in the Moscow Region that will be able to eliminate 2800 thousand tons of waste per year. Burning of waste results in formation of slag making 25% of its volume, which has a very high temperature (1300.1500°C). An arrangement is considered, in which slag is sent to a water bath and heats the water to 50.90°C. This temperature is sufficient to evaporate any low-temperature substance (freons, limiting hydrocarbons, etc.), whereupon the steam of the low-temperature working medium is sent to a turbine, which produces additional electricity. The creation of a low-temperature thermal power plant (TPP) increases the reliability of electricity generation at the IP. The operation of low-temperature TPPs due to the heat of slag is very efficient, their efficiency factor being as high as 40.60%. In addition to the efficiency of TPPs, capital costs for the creation of additional devices at the IP are of great importance. Thermal power plants operating on slag are just such additional devices, so it is necessary to minimize the capital costs of their creation. In addition to equipment for the operation of TPPs, it is necessary to have a working medium in an amount determined by calculations. From the wide variety of working media, which are considered in the article, it is necessary to choose the substance with the lowest cost.


2021 ◽  
Vol 147 (10) ◽  
pp. 04021061
Author(s):  
Mary Semaan ◽  
Susan D. Day ◽  
Michael Garvin ◽  
Naren Ramakrishnan ◽  
Annie Pearce

2015 ◽  
Vol 529 ◽  
pp. 91-100 ◽  
Author(s):  
Luís F. Sanches Fernandes ◽  
Daniela P.S. Terêncio ◽  
Fernando A.L. Pacheco

2017 ◽  
Vol 10 (5) ◽  
pp. 107 ◽  
Author(s):  
Everson James Peters

Domestic rainwater harvesting (DRWH), an old technology, is playing a key role in meeting some objectives of the UN “2030 Agenda for Sustainable Development” and building resilience to climate change, particularly in the Caribbean. DRWH projects can be implemented through self-financing, government subsidies, and micro-financing or by external agencies. Most recent promotion initiatives of DRWH have emphasized funding by external agencies, often ignoring the potential financial contributions of beneficiaries. Regional experiences have shown that, generally, the high initial capital costs for DRWH systems is a major constraint. However, in some cases, success in DRWH is possible through self-financing. This study reviews the experiences of some DRWH projects or by external agencies to determine a suitable financing mechanism. This paper shows that households can self-finance DRWH systems if payments are based on 5% of household income and interest rates are less than 5%, It concludes that the product/business cycle pattern of development adequately describes the development of DRWH in some parts of the Caribbean. It is recommended that such a model should be considered in designing DRWH projects through strategic partnerships of the beneficiaries with between local and international NGOs, community based organisations and domestic financial institutions like credit unions.


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