The greatest water reservoirs in the ancient Roman world and the “Piscina Mirabilis” in Misenum

2010 ◽  
Vol 10 (3) ◽  
pp. 350-358 ◽  
Author(s):  
G. De Feo ◽  
S. De Gisi ◽  
C. Malvano ◽  
O. De Biase

The aim of the present study was to investigate the greatest water reservoirs in the ancient Roman world and, in particular, the “Piscina Mirabilis” in Misenum, in Southern Italy. In our study, we considered the reservoirs with a volume in the order of thousands of cubic metres, storing flowing water, set low in the ground or actually underground, and roofed over. In general, a Roman aqueduct was not built to provide drinking water, nor to promote hygiene, but either to supply the baths or for military aims. As a matter of fact, the population of Rome at the end of the 1st century AD had an average water supply of 1,550 L/d per capita especially used for baths. This circumstance required reservoirs of huge capacity. The reservoir of the Baths of Caracalla in Rome could contain over 80,000 m3 of water. The use of columns in a Roman reservoir was introduced in the ancient Constantinopolis and the Yerebatan Saray with a maximum capacity of almost 85,000 cubic metres can be considered the biggest Roman reservoir. While for military aims, the Piscina Mirabilis in Misenum can be considered the biggest Roman resevoirs used for military aims ever known until now (provide the Classis Praetoria Misenensis) with a volumetric capacity of 12,600 m3 of water.

2004 ◽  
Vol 16 (2) ◽  
Author(s):  
Yuli Priyana ◽  
Agus Anggoro Sigit

The study was carried out in Ungaran. The goals of this study are to know and to evaluate the potential spring to add drinking water of Ungaran population. This study uses observation and secondary data analysis. The collected data are meteorology data, the water production of Municipal waterworks, the quality and the quantity of springs, the number of population and the customers. The result of the study shows that there are eight springs with the total debit 157 liter/ second or 6739 m3/ day. The Municipal Waterworks uses 65 liter/ second or 5616 m3/ day with the leaking rate 7% or 5222,88 m3/ day and the rest is used for irrigation. The quality of spring is qualified for drinking water requirement. The need of drinking water for per capita of the population is 136.7 liter/ capita/ day. In 2003 the prediction of the number of consumers is about 20.745 persons, so the total need of drinking water is predicted about 2835.8 m3/ day. The total need of drinking water added with the leak water is 3032.36 m3/ day. The Municipal Waterworks fulfils the need of drinking water for the population especially for the consumers of Municipal Waterworks. However, if the number of customers is accounted based on the number of the population in the pipe sope (­+ 48246 persons), the Municipal Waterworks will not fulfil the need of drinking water for population, therefore it needs to add volume production of drinking water.


2021 ◽  
pp. 117-124
Author(s):  
D. K. OSMONBETOVA ◽  

The water resources of Kyrgyzstan, the uneven distribution of water resources across the territory are considered. A map of the distribution of the population, water resources and water supply by regions was prepared which is based on the comparative analysis of several indicators of the administrative-territorial units of the country. The distribution of water resources was presented in the following indicators – water supply across the territory of administrative-territorial units and water supply per capita per year. The quantitative indicators of water intake, the directions of the use of the country’s water resources by regions, such as irrigated agriculture, production needs and communal drinking water supply, are described in detail. The sources of drinking water and the amount of water losses are indicated, the main reasons for high water losses are determined. The differences between the northern and southern regions of the country in terms of water supply, the ratio of the north and south of the country in terms of water use have been determined. Among the regions of Kyrgyzstan, a more detailed description of the use of water resources was given for the Chui region which makes the greatest contribution to the country’s economy.


Author(s):  
Yilkal T. Gualie ◽  
Habtamu D. Enyew

<p class="abstract"><strong>Background:</strong> Water is an essential for lives and development. Ethiopia is endowed with enormous water resources potential but access to water is limited. An uneven spatial distribution of water sources and drinking water demand is big challenge. Therefore objectives of this study were to estimate access for water supply among household of Farta district, Ethiopia.</p><p class="abstract"><strong>Methods:</strong> A community based cross-sectional study design was employed in 758 households of Farta district. Interview and observational check lists were used to collect data. Systematic sampling technique was used to select households. Data was analyzed using SPSS version 20 software.  </p><p class="abstract"><strong>Results:</strong> The community has access to improved water supply which was estimated to be 57.1%. The rest 42.9% of the households used unimproved water sources from other unprotected sources like unprotected dug well and river. Nearly the third quartile (74.5%) of the households had access to water within a distance of 1.5 km or less from dwelling. Majority (86%) of households had no access to water within a time of 30 minutes or less. Nearly 92.3% of the households used less than 20 liters per capita per day.</p><p class="abstract"><strong>Conclusions:</strong> There was a significant gap in accessing water supply for the community within 1.5 km in the district. Nearly half of households used protected well water sources. The per capita water consumption of the households were extremely low. Hence local administrator should expand protected well in all members. The community participation should be encouraged to prepare and maintain the water sources.</p>


2007 ◽  
Vol 7 (1) ◽  
pp. 131-138 ◽  
Author(s):  
G. De Feo ◽  
R.M.A Napoli

The aim of the present study was to investigate the historical development of the Augustan Aqueduct Serino-Naples-Miseno in the Campania Region, in Southern Italy. The Serino aqueduct is not well known because there are no remains of spectacular bridges, but it was a masterpiece of engineering and one of the largest aqueduct systems in the whole Roman Empire. The Serino aqueduct was constructed during the Augustus period of the Roman Empire, probably between 33 and 12 BC when Marcus Vipsanius Agrippa was curator aquarum in Rome, principally in order to refurnish the Roman fleet of Misenum and secondarily to supply water for the increasing demand of the important commercial harbour of Puteoli as well as drinking water for big cities such as Cumae and Neapolis. The main channel of the Serino aqueduct was approximately 96 km long, and had 7 main branches to towns along its trace such as Nola, Pompeii, Acerra, Herculaneum, Atella, Pausillipon, Nisida, Puteoli, Cumae and Baiae. Since the total length of all the branches was approximately 49 km, the Serino aqueduct complex had a length of around 145 km and therefore it should be considered the largest aqueduct system in the Roman world.


Water ◽  
2020 ◽  
Vol 12 (9) ◽  
pp. 2603 ◽  
Author(s):  
Mair L. H. Thomas ◽  
Andrew A. Channon ◽  
Robert E. S. Bain ◽  
Mutono Nyamai ◽  
Jim A. Wright

Domestic drinking water supplies prone to interruptions and low per capita domestic water availability have been frequently reported among African households. Despite expanded international monitoring indicators that now include metrics of water availability, the range of methods used for measuring and monitoring availability remains unclear in Africa. Few household surveys have historically assessed water continuity and per capita availability, and both pose measurement challenges. This paper aims to examine the methods used to measure availability and synthesise evidence on African domestic water availability by systematically reviewing the literature from 2000–2019. Structured searches were conducted in five databases: Web of Science Core Collection, Scopus, GEOBASE, Compendex and PubMed/Medline. A total of 47 of 2406 reports met all inclusion criteria. Included studies were based on empirical research which reported the household’s perspective on a water availability measure. Most studies had methodological problems such as small sample sizes, non-representative sampling and incomplete reporting of methods and measures of uncertainty. Measurement of drinking water availability is primarily reliant on quantifying litres/capita/day (LPCD). Only four (9%) of the included studies reported an average water availability over the international benchmark of 50 LPCD. This pattern of water insufficiency is broadly consistent with previous studies of domestic water availability in Africa. The review highlights the need for high-quality and representative studies to better understand the uncertainties and differences in household water availability across Africa, and the methods used to measure it.


2017 ◽  
Vol 7 (3) ◽  
pp. 35-45
Author(s):  
Alexandr K. STRELKOV ◽  
Elena Ye. KOTOVSKAYA ◽  
Svetlana Yu. TEPLYKH

The paper demonstrates statistical analysis results of biocontamination of Simferopol water reservoirs of centralized drinking water supply sources. The biocontamination results were obtained by permanganate oxidizability factor. The analysis revealed a consistent patt ern of biocontamination distribution and its analytical description for four sources of centralized water supply. The paper also introduces models of this factor distribution for water purifi ed in water-purifi cation plants of the city of Simferopol (in clean-water reservoirs). The eff ectiveness of two-step water purifi cation scheme (horizontalstrainer chamber - high-rate trickling fi lter) from biocontamination is calculated. The research demonstrates a probability of exceeding permanganate oxidizability normative values for drinking water according to WHO and EU standards and according to drinking water requirements for this indicator in the Russian Federation. The required degree of permanganate oxidizability disposal at water treatment plants which will make the quality of drinking water meet WHO and EU standards is also defi ned.


2016 ◽  
Vol 6 (1) ◽  
pp. 170-183
Author(s):  
Abhishek Parsai ◽  
Varsha Rokade

The Ministry of Drinking Water and Sanitation (MDWS), Government of India is entrusted with the responsibility for providing financial and technical resources for ensuring safe and sufficient drinking water in rural habitations of India. As per data available on the online portal of MDWS regarding progress of the National Rural Drinking Water Programme (NRDWP), out of a total 1,696,664 habitations nationwide, 1,249,695 (73.65%) habitations have been provided with a minimum of 40 litres per capita per day of water supply. Only 40.14% of the total habitations nationwide are provided with piped water supply schemes (PWSSs), and the remaining 59.86% of habitations have hand pumps and other schemes, whereas in the case of Madhya Pradesh, these figures are 15.96% and 84.04%, respectively. With the present rate of habitation coverage and quality of programme implementation, it seems almost impossible to reach the targets set in the ‘Strategic Plan for the rural drinking water sector for the period 2011 to 2022’. This study presents the findings of a state wide quantitative assessment of NRDWP implementation during the last five financial years (2010–2011 to 2014–2015) and also qualitative assessment of 16 PWSSs in 4 selected districts.


Author(s):  
Ramiz Tagirov ◽  
◽  
Maya Zeynalova ◽  

The article examines the problem of fresh water, since in terms of water supply from its own resources per capita and per 1 km2, the republic is 8 times behind Georgia, 2 times behind Armenia. Significant water consumption in Azerbaijan is caused by its arid territory with a predominance of active temperature and a lack of precipitation, which leads to intensive irrigation of crops. At the same time, artificial irrigation is used on 70% of the cultivated land.


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