Chapter 7

Water Infrastructure Development for Resilience

Abstract

With a consistently increasing demand for water (Foster et al., 2012) and a rise in the number and severity of extreme atmospheric events (Hill et al., 2012), the likelihood that water supply infrastructures will be damaged by extreme weather-related events is increasing. It is very important that countries develop their water infrastructures accordingly. While wealthy countries are able to make significant investments in disaster preparedness and to increase the structural resilience of their water systems to reduce the impact of weather-related events (Hill et al., 2012), developing and poor countries lack the infrastructure to manage, store, and deliver water resources (Grey and Sadoff, 2007) and lack the funding to invest in this infrastructure. Developing countries often have extreme weather and sometimes “difficult” hydrology, a condition characterized by susceptibility to severe flooding or drought. Poor countries make the lowest infrastructure investments and have the weakest institutions (Grey and Sadoff, 2007); thus, there are more risks to their water systems. Because of this lack of infrastructure, poor countries are the most vulnerable to disasters as they are unable to adjust for hydrological variability (Grey and Sadoff, 2007) and do not have the money to deal with the hidden costs of infrastructure damage (Hill et al., 2012). Unable to bear the costs of repairing and maintaining infrastructure, developing countries face barriers to both short-term recovery and long-term development of their water systems (Hill et al., 2012).

Keywords

Water infrastructure

Infrastructure development

Point of use

Developing Countries

Developed countries

7.1 Need for Water Infrastructure Development

With a consistently increasing demand for water (Foster et al., 2012) and a rise in the number and severity of extreme atmospheric events (Hill et al., 2012), the likelihood that water supply infrastructures will be damaged by extreme weather-related events is increasing. It is very important that countries develop their water infrastructures accordingly. While wealthy countries are able to make significant investments in disaster preparedness and to increase the structural resilience of their water systems to reduce the impact of weather-related events (Hill et al., 2012), developing and poor countries lack the infrastructure to manage, store, and deliver water resources (Grey and Sadoff, 2007) and lack the funding to invest in this infrastructure. Developing countries often have extreme weather and sometimes “difficult” hydrology, a condition characterized by susceptibility to severe flooding or drought. Poor countries make the lowest infrastructure investments and have the weakest institutions (Grey and Sadoff, 2007); thus, there are more risks to their water systems. Because of this lack of infrastructure, poor countries are the most vulnerable to disasters as they are unable to adjust for hydrological variability (Grey and Sadoff, 2007) and do not have the money to deal with the hidden costs of infrastructure damage (Hill et al., 2012). Unable to bear the costs of repairing and maintaining infrastructure, developing countries face barriers to both short-term recovery and long-term development of their water systems (Hill et al., 2012).

7.2 Infrastructure Improvements for Developed Countries

Developed countries have the resources to be responsive and resilient during times of emergency. With developed water infrastructures and individuals dedicated to maintaining and operating water utilities, these countries can adequately prepare for emergencies. Emergency plans in developed countries usually include preparation; plans for emergency, short-term response; and plans for long-term, sustainable response. Emergency preparedness includes testing scenarios based on disaster-prone areas and water supply system vulnerabilities (Patterson and Adams, 2011). Emergency preparedness actions, including infrastructure strengthening and utility training (Patterson and Adams, 2011) and pre-positioning of supplies (Crowther, 2010), can be based on these scenarios. Water infrastructure strengthening could include:

 Reinforce well houses and pump stations

 Sandbag critical water and wastewater components, such as pumps and building entrances

 Overchlorinate water supplies to protect against waterborne pathogens

 Top off water storage tanks and close main valves in anticipation of pipe breaks

 Set electric components to manual mode

 Isolate or shutdown exposed pipes at river crossings (adapted from Patterson and Adams, 2011)

Training sessions for utility operators and managers can include a focus on specific scenarios to facilitate responses to different types of emergencies and should include instruction about proper maintenance of the system (Patterson and Adams, 2011). Another emergency preparedness action for developed countries includes pre-positioning of emergency drinking water supplies, which can guarantee potable water for affected areas. However, the most effective locations for infrastructure strengthening, pre-positioning of supplies, and emergency procedures are based on the outputs of the emergency models and scenarios. Inaccurate emergency prediction models result in inefficient use of pre-positioned supplies, which is not cost effective. Improving modeling of disasters and emergency predictions will increase the effectiveness of emergency preparations, as even a small change in a forecast can result in a large change in a disaster’s area of impact (Crowther, 2010).

In the short-term, immediate response to a disaster, it is important to assess the public water system and prioritize facilities for repair and technical assistance. Crews that perform these technical assessments and analyses can be formed before an emergency and evaluate water treatment facilities during the disaster or immediately afterward (Patterson and Adams, 2011). During the initial phase of the emergency, resources should be allocated as quickly as possible (Oloruntoba, 2010). After the acute emergency phase has passed, a long-term response to the emergency is needed. The long-term emergency response should include an evaluation of system integrity as well as the potential for long-term improvements.

While developed countries may have more resources to provide aid during emergencies than developing countries, developed countries can still improve their response times, management of water supply systems, and communication techniques, especially during the initial phases of disasters (Oloruntoba, 2010; Seyedin and Jamali, 2011). For example, during Hurricane Katrina, the emergency response was robust but was not enough to meet the emergency demands (Tsai and Chi, 2012). In contrast, Australia applied a vast amount of resources during the very early stages of Cyclone Larry, resulting in a more comprehensive emergency plan (Oloruntoba, 2010); thus, developed countries need to improve their emergency responses.

7.3 Infrastructure Improvements for Developing Countries

Emergency response phases in a developing country are similar to the phases in developed countries, though less sophisticated. Developing countries lack infrastructure and often mismanage resources, which worsens the consequences of disasters. During disasters in developing countries, water from any source is used to sustain life, whether or not that source is safe. Relief in the form of water supplies or treatment can be provided by Non-governmental organizations (NGOs) and local or nonlocal governments. Relief organizations choose the types of water treatment devices they feel are most appropriate for each emergency and location. While creating and strengthening infrastructure may be an emergency preparedness goal for developing countries in the future, doing so immediately may not be cost effective (Crowther, 2010; Lougheed, 2006) as constructing pipelines and treatment infrastructure requires a huge investment and a continual input of resources (Reiff et al., 1996), and building infrastructure does not guarantee that people will consume clean water (Arvai and Post, 2012). Additionally, homes in rural areas are usually widespread, making infrastructure development impractical. Even a centrally located improved water source would require a widespread population to travel great distances to access the water, decreasing the effectiveness of the infrastructure development. Instead, improving the existing, different types of treatment systems could be an intermediate goal (Reiff et al., 1996; Swartz, 2009).

7.3.1 Urban Areas: Conventional Water Treatment Plants

The United Nations has predicted that 56% of people in developing counties will live in urban areas by 2030 (Lee and Schwab, 2005). As populations in urban areas continue to grow, the amount of water treatment needed in urban areas will also increase. Urban areas typically have water infrastructures consisting of conventional treatment plants and the pipelines that convey the treated water to the community. While a water treatment system in conjunction with a piping infrastructure could provide large quantities of water to urban residents, this tap water might not be good quality because of inadequate water treatment or failures in the distribution system (Lee and Schwab, 2005; Rosa and Clasen, 2010). This lack of quality could be caused by bacterial growth, which, in turn, could be caused by interrupted service (where customers receive water only certain hours of the day), negative hydraulic pressures in pipes, infrastructure aging, and improper disinfection techniques (Lee and Schwab, 2005). Improvements that could be made to reduce the contamination within an urban water system include chlorination at multiple points within the distribution system, leak detection and prompt repair, rehabilitation of old pipes, and routine checks on valves and other preventative maintenance (Lee and Schwab, 2005). Making these improvements to urban water systems may not prevent disasters from contaminating the water in the system’s infrastructure but would make these systems more resilient to such damage.

7.3.2 Peri-Urban and Rural Areas: Small-Scale Treatment Systems

In a peri-urban area, the source of water could be a small treatment plant that is supplied with surface water or groundwater. Makungo et al. (2011) noted that 20% of the population in South Africa is serviced by small water treatment plants. Populations that are served by small-scale water treatment technologies may have difficulty obtaining an adequate quantity and quality of drinking water even when there is no emergency because they lack experienced water managers and efficient systems (Makungo et al., 2011). To improve these small-scale water treatment plants, training should be provided to ensure that operators use the correct chemical doses and monitor effluent quality. After the treatment technologies have been upgraded sufficiently, utility managers should be trained in how to keep the plant functioning during an emergency situation.

7.3.3 Rural Areas: Point-of-Use Treatment

Point-of-use (POU) water treatment is a commonly employed form of water treatment in rural areas of developing countries where piped and other improved water supplies are unable to reach residents (Rosa and Clasen, 2010). Although it is difficult to measure the efficiency and efficacy of POU water treatment devices because of differences in metrics, POU has been shown to be one of the most cost effective ways to treat water supplies in developing countries (Rosa and Clasen, 2010). Of all the water treatment technologies used in developing countries during times of nonemergency, POU treatment is probably the most applicable treatment technology during times of emergency. Urban water infrastructures can fail during emergencies as treatment facilities can become overwhelmed, managers and operators of water treatment plants can be injured, and groundwater wells can become contaminated. Treatment facility vulnerabilities can leave citizens with no safe drinking water alternatives. However, POU technologies allow the affected population to treat their own water. Therefore, POU technologies should become widespread not only in rural areas but also in urban areas. If use of POU technology was increased, supply chains for POU devices would already be well established before an emergency (making it easier for communities to obtain supplies during emergencies), and locals would already have a working knowledge of how POU devices operate.

7.4 Short-Term Solutions

POU and packaged technologies (see Chapter 5) are not only applicable in developing countries, but they can also be used in developed countries during emergencies. Because POU technologies allow an individual or small community to treat their own water, these technologies free people from dependence on conventional treatment systems, which are susceptible to failure at multiple points. POU technologies can be integrated into emergency preparedness plans in developed countries through pre-positioning. Instead of pre-positioning supplies such as bottled water, POU treatment devices, which can be used for the short-term phase of an emergency (until conventional treatment is operational again), can be pre-positioned. Crowther (2010) discusses an incentive or reimbursement program that the government can offer to encourage pre-positioning of POU technologies. This prepositioning may be difficult as it involves predicting the location and intensity of the disaster (Crowther, 2010).

7.5 A Wholesome Approach to Infrastructure Development

While the above recommendations for rural and urban areas are short-term solutions based on current conditions and needed improvements, making these changes is easier said than done. These changes have not already been implemented because of politics, social factors, and economics. Lee and Schwab (2005) noted that water infrastructure collapse has been associated with lack of political support, inadequate or improper use of funds, poor management, and poor cost recovery. Other contributing and underlying factors include poor communication, insufficient community involvement, inadequate human resources, or lack of trained personnel. All these problems must be addressed to create an effective and sustainable water supply distribution system as correct maintenance and operation contributes to a water treatment system’s lifespan.

To develop a sustainable approach to water supply, there needs to be an inclusive watershed management policy that will eventually decrease the cost, improve the quality, and increase the quantity of drinking water. Through watershed protection, water sources will become less polluted and easier to treat. Proper sanitation services and hygiene will contribute to reducing pollution. Proper maintenance of the water distribution system will promote the longevity of the infrastructure. Minimizing water waste (known as “unaccounted-for water”) is also an important step in increasing water availability (Lee and Schwab, 2005). As unaccounted-for water use in developing countries is high because of leaks or illegal connections (an average of 30-50% of the water treated in developing countries), reducing this water waste would result in a larger amount of water being available to those who may not have had access to water previously (Lee and Schwab, 2005). Increasing the accessibility of water would result in large financial benefits and increase the standard of living in the watershed. Although a large financial gain is expected from increasing access to drinking water, an initial investment is needed to improve the water system infrastructure. While funding this initial investment may be a challenge for developing countries, the expected financial gain may help the country decide to improve its water system infrastructure.

7.5.1 Government Involvement in Infrastructure Development

According to Makwara (2011), water is both a social and economic good, a basic right to which every human deserves access. However, water cannot be treated as purely an economic good or purely a social good but must be treated as some combination of the two. Infrastructure development and investment must reflect this concept, making water more affordable and readily accessible to all individuals after emergencies. The government is primarily responsible for developing resilient water policies. Government must represent all citizens of the country and protect and guard the country’s water resources. To develop these resilient water policies, an adequate cross-sector dialogue must be created within the government to fully integrate water resource management into national policy (Foster et al., 2012). Increasing water infrastructure resilience will require careful planning and use of available hydrogeological information. In general, government involvement in improving water resource infrastructure should include policies such as: water rights, permits or allocations, the ability to impose bans, charging fees to cover monitoring costs, and sanctions for noncompliance (Foster et al., 2012). Water policy and the direction of infrastructure developments should contribute to national goals and include inherent value beyond the project’s main purpose. For example, watershed management policy could include the development of roads, dam construction, reforestation, revegetation, erosion control, and irrigation system improvement (Lambert et al., 2012). All these projects would add to the resilience of the water infrastructure and contribute to the development of the country’s economy.

Tables 7.1 and 7.2 are adapted from Peter-varbanets, 2009. Table 7.1 summarizes the types of emergency water treatment that are currently being used or being developed. This table enables the reader to understand an overview of all the different types of water treatment techniques that are discussed in this book. Table 7.2 is a more detailed look at emergency water treatment and only includes packaged systems. These tables assist in the selection appropriate technologies for emergency water supply. (Peter-varbanets, 2009).

Table 7.1

Overview of Types of Emergency Water Treatment

TechnologyType of SupplyInvestment CostMaintenance CostPerformanceEase of UseMaintenanceSustainabilityPower NeededSocial AcceptabilitySource
BoilingPOUCook pot and fuel priceDepends on fuel price+++Fuel collection−−Fuel++Peter-Varbanets (2009)
Bottled WaterFor a family of 4 per yearDependsDependsDependsDepends on delivery distanceReplenish supplyNone+Peter-Varbanets (2009)
Sopas/SodisPOUPlastic/glass bottlesNone+, low turbidity+, training neededClean regular, time consuming+Solar−/+Peter-Varbanets (2009)
Biosand FiltersPOU$10-20None+/− (minimal virus removal)++Clean every few months+Gravity+Peter-Varbanets (2009)
Coagulation/filtrationPOU$5-10$140-220++, training neededClean regular, time consumingNone−/TastePeter-Varbanets (2009)
Free ChlorinePOU$2-8$1-3++RegularNone−/TastePeter-Varbanets (2009)
Ceramic FiltersPOU$8-$200$2-$12+/− (minimal virus removal)++Cleaning and replacement+Gravity+Peter-Varbanets (2009)
Forward OsmosisPOU$2-300$2.30/indiv. refill+++Cleaning and refillingOsmotic pressures?HTI (2010)
Micro-filtrationPOU and SSS$6-$120?+/− (minimal virus removal)+/++Cleaningand replacement−/+Gravity−/+Lifestraw (2008) and Peter-Varbanets (2009)
Ultra-filtrationPOU$20-$26,000NA++++Backflushing+Gravity, pumps, solar+Lifestraw (2008), Sunspring, and Prefector -E
Reverse OsmosisPOU$220?++++?−/+Manual or Car Battery+/−Ray et al., (2012)

t0010

Adapted from Peter-Varbanets et al. (2009).

Table 7.2

Available Packaged Filtration Systems

Membrane TechnologyType of SupplyCapacity (L/d)Pre or Post Treatment NeededFeed Water QualitySystem InvestmentMaintenance/OperationEnergy RequiredApplication
ROPackaged and portable136-170NoneBrackish to fresh water~$220Replace filters, clean hosesManual bike pump or car batteryTested with military
UF, POULifestraw Family20-30 or 18,000 L/systemChlorineSurface or groundwater$40Daily backflushingGravityTested in DC
UF, POULifesaver Jerrycan2 L/min or 15,000 L/systemNoneSurface water$270-332Clean regularlyManual hand pumpApplied in DC
UF, SSSSunspring7000-19,000NoneSurface or well water$25,000MinimalSolar panelsApplied in emergencies
UF, SSS“Arnal” System1000Coarse filter, microfilter, security filterSurface waterNANAManual rotation wheel or generatorTested in DC
UF, SSSPerfector E (Norit)48,000Multistage, MF, UVBrackish, highly polluted water$26,000Maintenance on a long termFuelApplied during emergencies
UF, SSSWaterBox2 L/min or 30,000 L/systemNoneSurface water$3190-$7975Replace filters when neededAC/DC PowerMilitary use, Applied in emergency in DC
UF, SSSSkyHydrant5-00 L/hChlorine if being storedSurface water, no salt removal>$1000-2000Backwash daily, chemical clean monthlyGravity, 4 m of headApplied in DC and emergencies
UF, SSSiWater Cycle400-900 L/hNoneSurface water~$3000cBackwashHuman riding a bicycleApplied in Emergency, DC
MF, POUFilterPen100 L/systemNoneSurface water$50DisposableHuman powered (suction)Applied in DC
MF, POULifestraw Personal700 L/systemNoneSurface water$3-$20DisposableHuman powered (suction)Applied in DC
MF, POUKatadyn100-750 L/systemMF, activeSurface water$200-400None, cleaningManual pumpApplied in DC
MF, POUCeramic Candles10,000 L/systemNoneSurface water$4-25None or cleaningGravityApplied in DC

t0015

Adapated from Peter-Varbenets (2009).

Performance: “++”: the water produced is microbiologically safe according to WHO standards if the treatment is performed correctly; “+”: the water produced is safe only under certain conditions (e.g., if raw water is not turbid), or the system is efficient against most microorganisms with few exceptions.

Ease of use: “++”: daily operation is limited to hauling raw water and collecting treated water; “+”: requires additional (time consuming) operations that may be performed by unskilled person with little or no training.

Sustainability: “+”: the system may be produced locally from locally available materials, with limited use of chemicals and nonrenewable energy sources; “−”: the system requires chemicals or nonrenewable energy sources for daily operation; “−−”: widespread application causes or may cause in future significant environmental damage (e.g., deforestation caused by cutting trees to make fuel to boil water).

Social acceptability: “++”: the application is based on tradition or it is already in use; “+”: available studies showed adequate levels of social acceptance; “+/−”: available studies are contradictory, or the results depend on the region studied.

The investment costs listed in Table 7.1 generally include the costs needed to buy, deliver, and install the system. The operational costs include the costs of reagents, energy, and servicing if needed, as well as maintenance and replacement parts.

POU = Point of Use

SSS = Small scale system, serves a small community

DC = Developing Countries

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