scholarly journals Energy Saving Measures in Pressurized Irrigation Networks: A New Challenge for Power Generation

Proceedings ◽  
2018 ◽  
Vol 2 (23) ◽  
pp. 1440 ◽  
Author(s):  
Jorge García Morillo ◽  
Juan A. Rodríguez Díaz ◽  
Miguel Crespo ◽  
Aonghus McNabola
Keyword(s):  
Energy Consumption ◽  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Irrigation System ◽  
Distribution Networks ◽  
Water Networks ◽  
Irrigation Network ◽  
Irrigation Networks ◽  
Pressurized Irrigation

In Spain and other countries, open channel distribution networks have been replaced by on demand-pressurized networks to improve the water-use efficiency of the water distribution systems, but at the same time the energy requirements have dramatically risen. Under this scenario, methodologies to reduce the energy consumption are critical such as: irrigation network sectoring, critical hydrant detection, improving the efficiency of the pumping system and the irrigation system, or introducing solar energy for water supply. But once these measures are undertaken, the recovery of the energy inherent in excess pressure in the network should be investigated. Hydropower energy recovery in irrigation is still largely unexplored and requires further investigation and demonstration. All of these methodologies should be considered as useful tools for both, the reduction of energy consumption and the recovery of the excess energy in pressurized irrigation networks. To accomplish this, the REDAWN project (Reducing Energy Dependency in Atlantic Area Water Networks) aims to improve the energy efficiency of water networks through the installation of innovative micro-hydropower (MHP) technology. This technology will recover wasted energy in existing pipe networks across irrigation, public water supply, process industry, and waste-water network settings.

scholarly journals Trihalomethanes in Water Supply System and Water Distribution Networks

2021 ◽  
Vol 18 (17) ◽  
pp. 9066
Author(s):  
Sornsiri Sriboonnak ◽  
Phacharapol Induvesa ◽  
Suraphong Wattanachira ◽  
Pharkphum Rakruam ◽  
Adisak Siyasukh ◽  
...  
Keyword(s):  
Water Supply ◽  
Organic Compounds ◽  
Distribution Systems ◽  
Water Distribution ◽  
Distribution Networks ◽  
Research Area ◽  
Seasonal Effects ◽  
Water Supply Systems ◽  
Treated Water ◽  
Guideline Values

The formation of trihalomethanes (THMs) in natural and treated water from water supply systems is an urgent research area due to the carcinogenic risk they pose. Seasonal effects and pH have captured interest as potential factors affecting THM formation in the water supply and distribution systems. We investigated THM occurrence in the water supply chain, including raw and treated water from water treatment plants (coagulation, sedimentation, sand filtration, ClO2-disinfection processes, and distribution pipelines) in the Chiang Mai municipality, particularly the educational institute area. The effects of two seasons, rainy (September–November 2019) and dry (December 2019–February 2020), acted as surrogates for the water quality profile and THM occurrence. The results showed that humic acid was the main aromatic and organic compound in all the water samples. In the raw water sample, we found a correlation between surrogate organic compounds, including SUVA and dissolved organic carbon (DOC) (R2 = 0.9878). Four species of THMs were detected, including chloroform, bromodichloromethane, dibromochloromethane, and bromoform. Chloroform was the dominant species among the THMs. The highest concentration of total THMs was 189.52 μg/L. The concentration of THMs tended to increase after chlorination when chlorine dioxide and organic compounds reacted in water. The effect of pH on the formation of TTHMs was also indicated during the study. TTHM concentrations trended lower with a pH ≤ 7 than with a pH ≥ 8 during the sampling periods. Finally, in terms of health concerns, the concentration of TTHMs was considered safe for consumption because it was below the standard (<1.0) of WHO’s Guideline Values (GVs).

Hybrid genetic algorithm in the optimization of energy costs in water supply networks

2010 ◽  
Vol 10 (3) ◽  
pp. 315-326 ◽  
Author(s):  
L. H. M. Costa ◽  
H. M. Ramos ◽  
M. A. H. de Castro
Keyword(s):  
Genetic Algorithm ◽  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Hybrid Genetic Algorithm ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Energy Costs ◽  
Efficient Operation ◽  
Operational Strategies

Efficient operation of water distribution systems is linked with the assurance of water availability to the population. In general, the operational rules applied to water distribution networks have as a sole objective the continuity of the water supply and disregards saving energy costs related to the operation of the pumps. The task of determining optimal operational procedures involves several elements such as the daily variation of water consumption, energy cost rates and the level of the tanks and reservoirs. This work presents a hybrid genetic algorithm which is connected to the widely known software EPANET, in order to determine operational strategies in water supply with reduced energy costs. The model is applied to a hypothetical example and to a real water distribution network located in the city of Ourém, in Portugal.

Division method for water distribution networks in hilly areas

2015 ◽  
Vol 16 (3) ◽  
pp. 727-736 ◽  
Author(s):  
Tao Tao ◽  
Jiada Li ◽  
Kunlun Xin ◽  
Peng Liu ◽  
Xiaolan Xiong
Keyword(s):  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Water Distribution Systems ◽  
Distribution Networks ◽  
Pipe Network ◽  
Assessment Index ◽  
Supply Pipe ◽  
Low Degree ◽  
Pressure Limitation

Water distribution systems in hilly areas are always divided into several zones due to the undulating terrain. The present approach of dividing water distribution systems lacks an assessment index and is characterized by a low degree of automation. With the building of a mathematical model, this paper introduces two indicators – pressure limitation and pressure variation – to enable the automatic division of the water supply pipe network. It prioritizes economic index as the objective function in the evaluation of the division of water distribution systems in hilly areas, and then selects the optimal division scheme by generic algorithm in a large number of candidates. The SY terrain in YW City China is used for verification. Compared to traditional water supply partition methods, this procedure is easier to operate time-savingly by staff and is more automatic.

scholarly journals Flood impacts on a water distribution network

2017 ◽  
Vol 17 (12) ◽  
pp. 2109-2123 ◽  
Author(s):  
Chiara Arrighi ◽  
Fabio Tarani ◽  
Enrico Vicario ◽  
Fabio Castelli
Keyword(s):  
Water Supply ◽  
Distribution Systems ◽  
Water Distribution ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Supply System ◽  
Water Supply System ◽  
Functional Dependencies ◽  
Flood Impacts

Abstract. Floods cause damage to people, buildings and infrastructures. Water distribution systems are particularly exposed, since water treatment plants are often located next to the rivers. Failure of the system leads to both direct losses, for instance damage to equipment and pipework contamination, and indirect impact, since it may lead to service disruption and thus affect populations far from the event through the functional dependencies of the network. In this work, we present an analysis of direct and indirect damages on a drinking water supply system, considering the hazard of riverine flooding as well as the exposure and vulnerability of active system components. The method is based on interweaving, through a semi-automated GIS procedure, a flood model and an EPANET-based pipe network model with a pressure-driven demand approach, which is needed when modelling water distribution networks in highly off-design conditions. Impact measures are defined and estimated so as to quantify service outage and potential pipe contamination. The method is applied to the water supply system of the city of Florence, Italy, serving approximately 380 000 inhabitants. The evaluation of flood impact on the water distribution network is carried out for different events with assigned recurrence intervals. Vulnerable elements exposed to the flood are identified and analysed in order to estimate their residual functionality and to simulate failure scenarios. Results show that in the worst failure scenario (no residual functionality of the lifting station and a 500-year flood), 420 km of pipework would require disinfection with an estimated cost of EUR 21 million, which is about 0.5 % of the direct flood losses evaluated for buildings and contents. Moreover, if flood impacts on the water distribution network are considered, the population affected by the flood is up to 3 times the population directly flooded.

scholarly journals The efficiency of modernization of the on-farm irrigation network based on the principle of self-regulation

2020 ◽  
pp. 119-125
Author(s):  
V. M. Popov ◽  
M. M. Targoniy ◽  
N. V. Soroka
Keyword(s):  
Mathematical Model ◽  
Power Consumption ◽  
Water Supply ◽  
Water Distribution ◽  
Irrigation System ◽  
Self Regulation ◽  
Statistical Characteristics ◽  
Irrigation Network ◽  
Pumping Stations ◽  
Construction Of Self

Relevance of research. The research is aimed at substantiating the effectiveness of the principle of self-regulation on closed irrigation systems (CIS) with sprinkling machine (SM) with the use of daily regulation pools (DRP) and "pull" pressure regulators when modernizing them. Aim and objectives of research. The aim of the research is to reduce the energy intensity of water supply for irrigation by increasing pump load rates (PLR) of pumping stations (PS) and expanding the area of ​​irrigation when modernizing and reconstructing closed irrigation networks (CIS). The construction of self-regulating CIS reduces accidental disturbances in the form of discrete changes in volumetric water flow rates generated by pumping units (PU) of PS, which minimizes unproductive discharges of water from distribution canals when performing inter-farm water distribution. Research methods: experimental, mathematical modeling and mathematical statistics. Research results. To substantiate the effectiveness of self-regulation, the results of experimental studies conducted in the operating area of ​​the distribution canal R-1 with machine water supply of Kakhovska Irrigation System, aimed at determining the hydraulic characteristics of existing CIS, energy characteristics of PU of PS. Statistical characteristics of water supply and power consumption processes on CIS equipped with SM from the PS13-R-1, which is equipped with four PU of  250QVD570-50 brand with diameters of rotor wheels Drw = 540 mm and drive motors of 1N435Z-4 brand with a capacity of 400 kW. PS operates on the CIS equipped with SM "Frigate" and drip irrigation system and serves two water users on a total area of ​​1036.0 hectares. To determine the statistical characteristics of the processes of water supply and power consumption, the graphs of pumped water volumes and the graphs of electricity obtained using electricity meters "ORION-01", as well as the graphs of planned water supply, built on daily applications for water use, are used. The logical-mathematical model of operative control of water supply on self-regulating CIS with application of DRP and “pull” pressure regulators is given. The substantiation of the efficiency of water supply management on the modernized CIS from PS13-R-1 was carried out using a mathematical model. Key words: self-regulation, modernization, closed irrigation system, daily regulation pool, statistical characteristics, water supply process, pump unit.   Conclusions: The efficiency of the construction of self-regulating CISs with SMs with the use of daily regulation pools (DRP) and "pull" pressure regulators has been proved. Modernization and reconstruction of CISs on the principles of self-regulation provides: expansion of irrigation areas, reduction of energy consumption in water supply, coordination of water distribution management on open inter-farm and closed in-farm irrigation network, which enables to minimize non-technological water discharges from distribution channels and to prevent wasteful consumption of electricity for its pumping by the main water intake pumping stations.  

Analisis Hidrolis dan Jejak Karbon Jaringan Distribusi Air Bersih di Pulau Kecil Padat Penduduk (Pulau Lengkang Kecil, Kota Batam)

2020 ◽  
Vol 21 (2) ◽  
pp. 227-235
Author(s):  
Muhammad Rizki Apritama ◽  
I Wayan Koko Suryawan ◽  
Yosef Adicita
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Treatment Plant ◽  
Primary Source ◽  
Distribution Networks ◽  
Clean Water ◽  
Island Community ◽  
Dug Wells ◽  
Centralized Wastewater Treatment

ABSTRACTThe clean water supply system network on Lengkang Kecil Island was developed in 2019. A small portion of the community's freshwater comes from harvesting rainwater and dug wells, which are only obtained during the rainy season. The primary source of clean water used by the community comes from underwater pipelines with a daily discharge of 0.86 l/sec. The water supply of the Lengkang Kecil Island community is 74.3 m3/day, with 146 House Connections (HCs) and to serve public facilities such as elementary schools, primary health centers, and mosques. Hydraulic evaluation of clean water distribution using EPANET 2.0 software on flow velocity shows the lowest rate of 0.29 m/s and the highest of 1.21 m/s. The lowest pressure value in the distribution system is 6.94-6.96 m and headloss units in the range 0.08-0.25 m/km. These three criteria are still within the distribution network design criteria (feasible). A carbon footprint can be calculated from each activity from the analysis of the evaluation of clean water distribution networks. The most massive emissions came from pumping activities with 131 kg CO2-eq, followed by emissions from wastewater 62.5 kgCO2-eq. Further research is needed to determine the quality of wastewater and the design for a centralized wastewater treatment plant (IPALT) to improve Lengkang Kecil Island residents' living standards.Keywords: Lengkang Kecil Island, water, EPANET, carbon footprintABSTRAKJaringan sistem penyediaan air bersih pada Pulau Lengkang Kecil dimulai pada tahun 2019. Sebagian kecil air bersih yang digunakan masyarakat berasal dari pemanenan air hujan dan sumur gali yang hanya didapat pada musim hujan. Sumber air bersih utama yang digunakan masyarakat berasal dari pengaliran perpipaan bawah laut dengan debit harian 0,86 l/detik. Kebutuhan air masyarakat Pulau Lengkang Kecil adalah 74,3 m3/hari dengan 146 Sambungan Rumah (SR) serta untuk melayani fasilitas umum seperti sekolah dasar (SD), puskesmas, dan masjid. Evaluasi hidrolis distribusi air bersih dengan menggunakan software EPANET 2.0 terhadap kriteria kecepatan aliran menunjukkan nilai terendah 0,29 m/s dan tertinggi 1,21 m/s. Nilai sisa tekan dalam sistem distribusi adalah 6,94–6,96 m dan unit headloss pada kisaran 0,08–0,25 m/km. Ketiga kriteria ini masih berada dalam kriteria desain jaringan distribusi (layak). Dari analisis evaluasi jaringan distribusi air bersih, dapat dihitung jejak karbon yang dihasilkan dari setiap kegiatannya. Emisi terbesar berasal dari kegiatan pemompaan dengan nilai 131 kgCO2-eq, diikuti dengan emisi yang berasal dari air limbah dengan nilai 62,5 kgCO2-eq. Penelitian lanjutan diperlukan untuk mengetahui kualitas dari air limbah dan desain untuk instalasi pengolahan air limbah terpusat (IPALT) untuk meningkatkan taraf hidup penduduk Pulau Lengkang Kecil.Kata kunci: Pulau Lengkang Kecil, air, EPANET, jejak karbon

A study on appropriate investment of pipeline rehabilitation for water distribution network

2005 ◽  
Vol 5 (2) ◽  
pp. 31-38
Author(s):  
A. Asakura ◽  
A. Koizumi ◽  
O. Odanagi ◽  
H. Watanabe ◽  
T. Inakazu
Keyword(s):  
Monte Carlo Simulation ◽  
Monte Carlo ◽  
Water Supply ◽  
Water Distribution ◽  
Ad Hoc ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Optimal Basis ◽  
Model Case

In Japan most of the water distribution networks were constructed during the 1960s to 1970s. Since these pipelines were used for a long period, pipeline rehabilitation is necessary to maintain water supply. Although investment for pipeline rehabilitation has to be planned in terms of cost-effectiveness, no standard method has been established because pipelines were replaced on emergency and ad hoc basis in the past. In this paper, a method to determine the maintenance of the water supply on an optimal basis with a fixed budget for a water distribution network is proposed. Firstly, a method to quantify the benefits of pipeline rehabilitation is examined. Secondly, two models using Integer Programming and Monte Carlo simulation to maximize the benefits of pipeline rehabilitation with limited budget were considered, and they are applied to a model case and a case study. Based on these studies, it is concluded that the Monte Carlo simulation model to calculate the appropriate investment for the pipeline rehabilitation planning is both convenient and practical.

scholarly journals Sectorization for Water Distribution Systems with Multiple Sources: A Performance Indices Comparison

Water ◽  
2021 ◽  
Vol 13 (2) ◽  
pp. 131
Author(s):  
Jezabel D. Bianchotti ◽  
Melina Denardi ◽  
Mario Castro-Gama ◽  
Gabriel D. Puccini
Keyword(s):  
Distribution Systems ◽  
Water Distribution ◽  
Distribution Networks ◽  
Performance Criteria ◽  
Performance Indices ◽  
Multiple Sources ◽  
Multiobjective Problems ◽  
Open Questions ◽  
Minimum Number ◽  
And Performance

Sectorization is an effective technique for reducing the complexities of analyzing and managing of water systems. The resulting sectors, called district metering areas (DMAs), are expected to meet some requirements and performance criteria such as minimum number of intervention, pressure uniformity, similarity of demands, water quality and number of districts. An efficient methodology to achieve all these requirements together and the proper choice of a criteria governing the sectorization is one of the open questions about optimal DMAs design. This question is addressed in this research by highlighting the advantages of three different criteria when applied to real-word water distribution networks (WDNs). To this, here it is presented a two-stage approach for optimal design of DMAs. The first stage, the clustering of the system, is based on a Louvain-type greedy algorithm for the generalized modularity maximization. The second stage, the physical dividing of the system, is stated as a two-objective optimization problem that utilises the SMOSA version of simulated annealing for multiobjective problems. One objective is the number of isolation valves whereas for the second objective three different performance indices (PIs) are analyzed and compared: (a) standard deviation, (b) Gini coefficient and (c) loss of resilience. The methodology is applied to two real case studies where the first two PIs are optimized to address similar demands among DMAs. The results demonstrate that the proposed method is effective for sectorization into independent DMAs with similar demands. Surprisingly, it found that for the real studied systems, loss of resilience achieves better performance for each district in terms of pressure uniformity and demand similarity than the other two specific performance criteria.

scholarly journals Operasional dan pemeliharaan jaringan irigasi subak di Kabupaten Tabanan

2017 ◽  
Vol 7 (1) ◽  
pp. 121
Author(s):  
Sumiyati ◽  
I Wayan Windia ◽  
I Wayan Tika
Keyword(s):  
Irrigation System ◽  
Irrigation Network ◽  
Irrigation Networks ◽  
Depth Interview ◽  
Interview Methods ◽  
Maintenance Activities

This research was conducted in order to understand the operational and maintenance of irrigation network in traditional Balinese irrigation system of subak in Tabanan regency. It spesific aim is to develop a documentation which is useful as reference about operational and maintenance of irrigation network in subak system. The sample of this research are four subak in Tabanan regency which are subak in the upstream, middle, and downstream areas, including Subak Bunyuh, Subak Sigaran, Subak Guama, and Subak Sungsang. The research was conducted by survey and depth interview methods. The operational and maintenance of irrigation networks in subak system in Tabanan regency includes matelik (monitoring channel), nyilih yeh (borrow the water), magilihan (rotation of water irigation), kempelan (maintenance of traditional weir), ngeduk nyanyad (draining mud), nabdab yeh (arrangement of water irrigation distribution), metpet munduk (lining stabilitation.), and ngampad (chanel clearing). This article concludes that all subak samples in Tabanan regency carry out operational and maintenance activities the irrigation networks in the subak system.

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