dc.identifier.citation |
Afzan Hudzori1 & Haslenda Hashim (2009); Optimization of large-scale rainwater harvesting system using mixed integer linear programming. Anirban Khastagir (2008); Optimal Use Of Rainwater Tanks to Minimize Residential Water Consumption. Anirban Khastagir(2008); Optimal Use Of Rainwater Tanks To Minimize Residential Water Consumption School Of Civil, Environmental And Chemical Engineering Rmit University. Clara W. Mundia B.S.(2010); Assessing The Reliability Of Rooftop Rainwater Harvesting For Domestic Use In Western Kenya, Edinboro University Of Pennsylvania. Coombes, P. and Kuczera, G. (2003). Analysis of the performance of rainwater tanks in Australian capital cities. 28th International Hydrology and Water Resources Symposium, Wollongong, NSW, The Institution of Engineers, Australia. Dana O. Porter, Russell A. Persyn & Valeen A. Silvy (2000). Rainwater harvesting. Data of (1989-2008). Katsina State Directorate of Water Resources Hydro-Meteorological Service Department. Dr. Hari J. Krishna, P.E.(2005); The Texas Manual On Rainwater Harvesting Texas Water Development Board In Cooperation With Chris Brown Consultingjan Gerston Consulting Stephen Colley; Architecture, Contract Manager/ Austin, Texas. 52 Emmanuel m. Akpabio (2012). Water supply and sanitation services sector in Nigeria: the policy trend and practice constraints. Farzana sultana Sustainable water supply(2007). Rainwater Harvesting For Multistoried Residential Apartments In Dhaka, Bangladesh; bangladesh university of engineering and technology. Fewkes, A. (1999). The use of rainwater for WC flushing: the field testing of a collection system. Buildingand Environment, 34(6), 765-772. Ghisi, E., Bressan, D.L. and Martini, M. (2007). Rainwater tank capacity and potential for potable water savings by using rainwater in the residential sector of southeastern Brazil. Building and Environment, 42, 1654-1666. Ghisi, E., Tavares, D.F. and Rocha, V.L. (2009). Rainwater harvesting in petrol stations in Brasilia: Potential for potable water savings and investment feasibility analysis. Resources, Conservation and Recycling, 54,79-85. Imteaz, M.A., Ahsan, A., Naser, J. and Rahman, A. (2011a). Reliability Analysis of Rainwater Tanks in Melbourne using Daily Water Balance Model, Resources, Conservation & Recycling. DOI:10.1016/j.resconrec.2011.09.008. (in press) Imteaz, M.A., Shanableh, A., Rahman, A. and Ahsan, A. (2011b). Optimisation of Rainwater Tank Design from Large Roofs: A Case Study in Melbourne, Australia. Resources, Conservation & Recycling, 55, 1022-1029. DOI:10.1016/j.resconrec.2011.05.013. J. M. Gathenya P. K. Kinyari and p. G. (2010); Domestic roof rainwater harvesting tank sizing calculator and nomograph 53 Jenkins, G. (2007). Use of continuous simulation for the selection of an appropriate urban rainwater tank.Australian Journal of Water Resources, 11(2), 231-246. Khastagir, A. and Jayasuriya, N. (2010). Optimal sizing of rain water tanks for domestic water conservation.Journal of Hydrology, 381: 181-188.Vaes, G. and Berlamont, J. (2001). The effect of rainwater storage tank on design storms. Urban Water, 3,303-307.3306 M .A. Imteaz A, A. Rauf a and M.A. Aziz (2010); A decision support tool for optimizing rainwatertank size. M. Mafizur rahman, M. Asce(2010). Rainwater harvesting and the reliability concept bangladesh university of engineering and technology,dhaka-1000. M.A. Imteaz A, A. Rauf A &M.A. Aziz(2011); A decision support tool for optimizing rainwater tank size; faculty of engineering and industrial sciences, swinburne university of technology, hawthorn, vic3122, Melbourne, Australia. Matt Basinger A, Franco Montalto B Upmanu Lall A (2010 ).A rainwater harvesting system reliability model based on nonparametric stochastic rainfall generator. NPC Report(2008) Demographic And Health Survey. Sule, B.F, Ayanshola, A.M & A Salami (2010); Water consumption patterns in ilorin, kwara state, Nigeria. 54 United Nations Environment Programme And Stockholm Environment Institute (2009). Rainwater harvesting Report. World Health Organization (WHO) Report (2010). Minimum Water Quantity Needed For Domestic Uses |
en_US |
dc.description.abstract |
Water is an essential resource for all life on the planet. Of the water resources on earth only three
percent of it is fresh and two thirds of the freshwater is locked up in ice caps and glaciers. Of the
remaining one percent, a fifth is in remote, inaccessible areas and much seasonal rainfall in
monsoonal deluges and floods cannot easily be used. At present only about 0.08 percent of all
the world’s fresh water is exploited by mankind in ever increasing demand for sanitation,
drinking, manufacturing, leisure and agriculture. The available freshwater exploited is under
stress due to increase in population and climate change. Water supply systems in many cities of
the world are under stress. To tackle this problem, water authorities are adopting several
measures including demand management and identifying alternative water sources such as
rainwater harvesting.
Rainwater Harvesting System (RHS) could be the best among the various technologies to
augment freshwater resources in order to reduce the scarcity of safe water. Rainwater and its
utilization could be an environmentally sound solution, which can avoid many environmental
problems often caused by conventional large-scale projects using centralized approaches.
The importance of roof rainwater harvesting as strategy to meet domestic water demand and to
reduce run-off in built-up areas is growing worldwide. Indicators that measure the performance
of rainwater harvesting systems have been developed. One such indicator is reliability, which is
dependent on the rainfall and water consumption patterns, tank size and effective roof area. The
application of an appropriate rainwater harvesting technology can make possible the utilization
of rainwater as a valuable and, in many cases, necessary water resource. Rainwater harvesting
has been practiced since antiquity, and in most developing countries, is becoming essential
owing to the temporal and spatial variability of rainfall. Rainwater harvesting is necessary in
areas having significant rainfall but lacking any kind of conventional, centralized government
supply system, and also in areas where good quality fresh surface water or groundwater is
lacking. Rainwater Harvesting System (RWHS) is basically a simple, technically feasible and
socially acceptable system to store and use rainwater for drinking purpose
Excel model that accounts for tank inflow and outflow and computes system reliability based on
monthly rainfall data, effective roof area, monthly water consumption and tank size was
developed. The model uses monthly rainfall data and parameters to calculate the reliability and
x
demand satisfaction of a given rainwater harvesting system, and output includes a graph of the
system’s storage tank level over the simulation time period.
Water demand is proportional to the storage capacity and hence the catchment area, the storage
volume (liter) was determined for varying demand (liter per capita per day) for 5 number
household and available roof area (m2) of 10, 15, 20, 30, 40 and 50 respectively. Storage may be
tank or cistern, because the available polyethylene tanks in the market are 500, 1000, 1500, 2000,
3000, 4000 and 5000 liters which are the most common and easiest to clean and connect to the
piping system.
The rooftop area was multiplied by the annual rainfall and runoff coefficient to obtain the
amount of water store Based on the results, a nomograph for reliability of 66.67% was
developed. The nomograph was used to optimally size rainwater harvesting systems where the
storage found to be 1000L. The higher the reliability, the greater the investment costs in water
storage and roof area. , it is observed that the maximum reliability of the system is only 66.67%.
Therefore, the water from supply main has to be used to fulfill the demand. The reliability can be
increased by increasing the roof area and storage. Depending on the needs of your household,
that can be significant amount of water to augment your water supply. |
en_US |