2022
DOI: 10.1088/1755-1315/1098/1/012078
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Determination of peak hour and maximum daily factors on domestic usage patterns in the Special Region of Yogyakarta

Abstract: Water use during peak hours and daily maximum are two interrelated terms in water usage patterns. Fluctuations in water use can be determined by planning standards, namely, estimates of peak hour and daily factors, so as to optimize air production and improve services. This study aims to calculate the maximum peak hour and daily factors. This research was carried out in the Special Region of Yogyakarta with a sampling technique carried out using a stratified proportional random sampling as many as 200 responde… Show more

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Cited by 3 publications
(3 citation statements)
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“…Where: No = occupant count (person) Ef = effective floor area (%) A = total building area (m 2 ) Od = occupancy density level (m 2 /person) Once the number of residents is known, water requirements can be calculated using equation (7). The standard water usage used for buildings is 250 liters/person/day [11]. Qd = number of residents x standard water usage (7) Where :…”
Section: Calculation Methodsmentioning
confidence: 99%
“…Where: No = occupant count (person) Ef = effective floor area (%) A = total building area (m 2 ) Od = occupancy density level (m 2 /person) Once the number of residents is known, water requirements can be calculated using equation (7). The standard water usage used for buildings is 250 liters/person/day [11]. Qd = number of residents x standard water usage (7) Where :…”
Section: Calculation Methodsmentioning
confidence: 99%
“…The following is a calculation of rainfall intensity using the Mononobe Method: Table 3. Depth of groundwater for hotels and apartments in Semarang City [11] Based on Table 3 above, shows the condition of the groundwater level when there is no rain, even though based on SNI 03-2453-2002 requires a minimum groundwater level of 1.50 meters during the rainy season. This means that there are seven apartment and hotel buildings above that do not meet The conditions for disposal in infiltration wells are several hotels in the area including H2, H3, H4, H5, H6, H8, and H10.…”
Section: Analysis Of Average Maximum Rain Intensity Using the Mononob...mentioning
confidence: 99%
“…By treating the water at STP and then proceeding to WTP, the pollution content can be reduced below the threshold, making it suitable for reuse. The applications of the use of recycled water include watering plants, flushing toilets, and other operational uses, but it may not be used for drinking water [18] [19]. Gray water is calculated based on 70% of water use.…”
Section: Reuse Of Recycled Water From Gray Watermentioning
confidence: 99%