Abstract
An experimental data-gathering project was carried out on two boulding aggregations of limited size in the urban area of Naples. Flow-rate measurements were continuously taken during a period of 24 h while the delivered volumes were recorded for approximately three years. The pattern of water demand in the day of maximum consumption is presented in a histogram of the hourly distribution which allows the hourly and istantaneous peak coefficients to be determined. The determination of the average daily consumption per year and the daily peak coefficient is made possible by the availability of quarterly invoicings.
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Abbreviations
- F g :
-
Average daily supply
- F g :
-
Maximum daily supply
- F h :
-
Maximum hourly supply
- F i :
-
Instantaneous supply
- C g :
-
Daily peak coefficient
- C h :
-
Hourly peak coefficient
- C i :
-
Instantaneous peak coefficient
- F c :
-
Load factor
- K :
-
Simultaneity coefficient
- n :
-
Number of taps
References
Molino, B., Rasulo, G., and Taglialatela, L., 1984, Struttura dei consumi idrici dell'area Napoletana; consumi medi mensili, Quaderno n. 477, Collana Istituti Idraulici di Napoli, Napoli (in Italian).
Molino, B., Rasulo, G., and Taglialatela, L., 1986, Struttura dei Consumi idrici dell'area Napoletana, Idrotecnica n. 6, pp. 371–382 (in Italian).
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Hanke, S. H. and Mehrez, A., 1979, An optimal sampling procedure for the collection of residential water use data, Water Resour. Res. 15(16), 1343–1348.
Coe, A. L., 1978, Water Supply and Plumbing Practices in Continental Europe, Hutchinson, London.
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Molino, B., Rasulo, G. & Taglialatela, L. Peak coefficients of household potable water supply. Water Resour Manage 4, 283–291 (1991). https://doi.org/10.1007/BF00430342
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DOI: https://doi.org/10.1007/BF00430342