A New Method of Obtaining Water from Water Storage Tanks in a Crisis Situation Using Renewable Energy
Abstract
:1. Introduction
- Large-scale failures of electric power systems—power blackouts;
- Water contamination that conventional treatment processes cannot remove;
- Extreme weather phenomena, flood;
- Cyberattack on IT systems, including automatic control of the water treatment process;
- Failures of key water mains and pumping stations;
- Secondary microbiological contamination of water in the water supply network or water storage tanks;
- Military conflict.
- Underground reserve intakes;
- Water collected in water storage tanks;
- Bottled or bagged water;
- Vehicles for water distribution based on own resources and cooperation agreements with external entities.
- Using a photovoltaic installation to power the pump and draw water from water storage tanks located in the water supply network in a crisis situation;
- Using a photovoltaic installation to power a UV lamp in a crisis situation,
- Using a power source switch—automatic switching of loads from the primary power source to the reserve power source (and vice versa) in the event of a failure in the three-phase network;
- Creating a reservoir of clean and safe water that can be used to meet the basic, physiological needs of the affected population for up to several weeks, regardless of the supply of electricity from the grid.
2. Materials and Methods
2.1. Characteristics of the Research Object
2.2. Demand for Water in Crisis Situations and Possibility of Obtaining Water from Water Storage Tanks
- Individual physiological water demand: qp = 2.5 dm3/person per day;
- Individual minimum demand for drinking water: qm = 7.5 dm3/person per day (human physiology and basic hygiene practices);
- Individual necessary demand for drinking water: qn = 15 dm3/person per day (human physiology, basic hygiene practices and basic cooking).
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- Qp—water demand in a crisis situation (physiological) [m3/day];
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- Qm—water demand in a crisis situation (minimal) [m3/day];
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- Qn—water demand in a crisis situation (necessary) [m3/day];
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- qf, qm, qn—individual water demand in a crisis situation (qp = 2.5 dm3/person per day; qm = 7.5 dm3/person per day; qn = 15 dm3/person per day);
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- NR—the number of residents.
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- tp—time to cover the demand for water from water storage tank (physiological water demand) [day];
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- tm—time to cover the demand for water from water storage tank (minimum demand for drinking water) [day];
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- tn—time to cover the demand for water from water storage tank (necessary demand for drinking water) [day];
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- Qzb—the amount of water collected in the water storage tank (four variants were assumed: tanks are 100%, 75%, 50% and 25% full) [m3].
3. The Concept of Obtaining Water from Water Storage Tanks in a Crisis Situation
3.1. Characteristics of the Developed Installation for Drawing Water from a Water Storage Tank
- Pr—the performance ratio (average value 0.72 or 0.75);
- F0—a factor that accounts for losses;
- Geff—the effective instantaneous incident irradiance (W∕m2);
- G0—the irradiance under standard conditions (1000 W∕m2);
- PC—the nominal power under standard conditions as provided by the manufacturer (W).
- UV lamp—nominal flow at transmission T10 = 95%, dose of 400 J/m2 is 40 m3/h; UV radiator power: 325 W; DN100/220; (TMA, Białostoczek, Poland);
- Vertical, multistage centrifugal pump; efficiency: Q = 37.2 m3/h; height: H = 21.36 m; pump efficiency: 72.8%; power 3356 W; (Grundfos, Bjerringbro, Denmark);
- Monocrystalline solar PV modules with a peak power of 420W. One PV unit can process 840 kWh/year; module technology: 144 Half-Cut cells; efficiency: 210.19 W/m2; module efficiency: 21%. It will be necessary to install 12 such modules, creating a system with a total power of 5 kW; (Trina Solar, Jiangsu, China);
- Hybrid Solar Inverter 5 kW; nominal DC Voltage: 48V DC; Maximum PV Array Open Circuit Voltage: 450 V DC; support parallel; (DAXTROMN, Hongkong, China);
- Battery—low-voltage energy storage; capacity 100 Ah; energy: 20.37 kWh; maximum continuous current: 90 A; nominal voltage: 51.2 V; (Kon-TEC, Rzeszow, Poland);
- A power source switch—automatic switching of loads from the primary power source to the reserve power source (and vice versa) in the event of failure in the three-phase network; power supply 3 N 400 V/230 V 50 Hz; degree of protection: IP 20; (POLLIN, Warsaw, Poland).
3.2. Possibility of Meeting the Needs of the Affected Population Based on Water Obtained from Water Storage Tanks
- The developed photovoltaic installation powers a separate water intake installation including a pump and a UV lamp; low installation power is required (5 kW) compared to conventional solutions powering complex pump systems and water treatment devices;
- It is an emergency power system; the aim is to provide electricity in the moments of voltage failure in the primary source of supply; this is of strategic importance to ensure the continuity of the supply of clean and safe water to people in a crisis situation;
- Use of battery in the developed installation (20.37 kWh)—in the event of a power failure from the primary source, the energy storage facility can release the stored energy for a specified period of time (approximately 5 h);
- Energy can be taken by the battery directly from a renewable energy source (a set of 12 photovoltaic modules creating a system with a total power of 5 kW), which increases the ecological aspect of the investment;
- No need to provide an additional power source, such as a generator.
4. Conclusions
5. Patents
Author Contributions
Funding
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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The Number of Residents | Qn [m3/day] | Qm [m3/day] | Qp [m3/day] |
---|---|---|---|
195,840 | 2937.6 | 1468.8 | 489.6 |
Demand for Water in a Crisis Situation | Time to Cover Water Demand [Days] |
---|---|
The volume of water in the water storage tank: 15,000 m3 (100% filling) | |
Qp = 489.6 m3/d (physiological) | 30.64 |
Qm = 1468.8 m3/d (minimal) | 10.21 |
Qn = 2937.6 m3/d (necessary) | 5.11 |
The volume of water in the water storage tank: 11,250 m3 (75% filling) | |
Qp = 489.6 m3/d (physiological) | 22.98 |
Qm = 1468.8 m3/d (minimal) | 7.66 |
Qn = 2937.6 m3/d (necessary) | 3.83 |
The volume of water in the water storage tank: 7500 m3 (50% filling) | |
Qp = 489.6 m3/d (physiological) | 15.32 |
Qm = 1468.8 m3/d (minimal) | 5.11 |
Qn = 2937.6 m3/d (necessary) | 2.55 |
The volume of water in the water storage tank: 3750 m3 (25% filling) | |
Qp = 489.6 m3/d (physiological) | 7.66 |
Qm = 1468.8 m3/d (minimal) | 2.55 |
Qn = 2937.6 m3/d (necessary) | 1.28 |
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Szpak, D.; Tchórzewska-Cieślak, B.; Stręk, M. A New Method of Obtaining Water from Water Storage Tanks in a Crisis Situation Using Renewable Energy. Energies 2024, 17, 874. https://doi.org/10.3390/en17040874
Szpak D, Tchórzewska-Cieślak B, Stręk M. A New Method of Obtaining Water from Water Storage Tanks in a Crisis Situation Using Renewable Energy. Energies. 2024; 17(4):874. https://doi.org/10.3390/en17040874
Chicago/Turabian StyleSzpak, Dawid, Barbara Tchórzewska-Cieślak, and Magdalena Stręk. 2024. "A New Method of Obtaining Water from Water Storage Tanks in a Crisis Situation Using Renewable Energy" Energies 17, no. 4: 874. https://doi.org/10.3390/en17040874
APA StyleSzpak, D., Tchórzewska-Cieślak, B., & Stręk, M. (2024). A New Method of Obtaining Water from Water Storage Tanks in a Crisis Situation Using Renewable Energy. Energies, 17(4), 874. https://doi.org/10.3390/en17040874