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What we choose as raw material in water industry is as important as in food industry. The basic cost, design, engineering, equipment procurement, and construction spending on intakes and outfalls, are estimated to total 5 to 7 percent of capital costs for desalination plants (GWI, 2006a). On this page, we will explain how we consider the trend in the desalination resource water, and how our project is related.

==General information==

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There’re six kinds of source water as figure 6.2.1. In last chapter, we identify their different TDS range. The water has 500~15000mg/L is called brackish water and most of them are groundwater (GWI, 2006b). As Figure 6.2.1, every country‘s desalination industry has different major water source depending on their unique geological features. For example, most of Spain’s territory is close to the sea. Therefore, most of its source water is seawater. The desalination process usually focuses on either seawater or brackish water. In normal circumstance, what feed water the area use depends on which water is easier to get.

Yet, when we consider this question in global scale, the distance can no longer be the main standard. We have to analyze the difference of these two feed water in several other aspects such as supply capacity.

==Supply Capacity==

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There’s no doubt if the time frozen, seawater will have more water to satisfy global need. As
Figure 6.2.2, seawater has 96.5% of water preserve, yet, brackish water only has 0.94%
(Shiklomanov, 1993).

However, water is not changeless. What global water demand is truly chasing is the regeneration capacity of water resources using right now. Therefore, when we assess these two feed water, regeneration capacity is important as well. As Figure 6.2.3, scientists estimated seawater will have 4000 years of reserved time. Yet, groundwater’s reserved time is estimated to 2 weeks to 10000 years. (NEP, 2008) It’s because the regeneration capacity of groundwater is harder to access. It is a more changeful water resource comparing to seawater.

Example 1

Chinese Beijing, Tianjin and Hubei districts is Chinese capital and its surrounding area. This is an area suffering from water stress from long time ago. Beijing, Tianjin and Hubei district is a perfect example supporting the low regeneration capacity of groundwater when overusing it.

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Over all, the seawater might have more advantages than brackish water due to its stability and its large water preserve.

===Environmental concerns===
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As a rather new industry, desalination truly has several environment concerns remain unsolved. In this intake section, both seawater and brackish water has problems when it comes to expanded production. 

Seawater extraction design has to avoid mariculture areas or extracting small wild creatures including shrimp and shells. The damage those creatures cause is called impingement and/or entrainment. This is rather easy to achieve.

However, brackish water has a bigger disadvantage. In large demand, brackish water extraction might cause ground settlement and relating problems. As Figure 6.2.4, land subsidence resulting from removal of groundwater has affected areas in 45 states in US and ranges from regional lowering to ground failure and collapse (Galloway et al., 1999; NRC, 1991).

Example 2

2015 is California’s fourth year of drought (Smith, 2015). The study done by NASA’s Jet Propulsion Laboratory shows the ground is sinking nearly two inches each month in some places.

Land in Central California’s agricultural region is sinking so quickly because of the state’s historic drought that it is forcing farmers to spend millions of dollars upgrading irrigation canals and putting roads, bridges and other infrastructure at risk. This state owns the second biggest desalination capacity among US. (GWI, 2006b) As Figure 6.2.1 shows, most of US desalination focus on brackish water.

==Intake Cost==
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Without considering pretreatment and desalination costs, brackish water intake is much more expensive. Compare to seawater which mostly use open-water intake on costal, brackish water extracting from underground requires more energy. As Table 6.2.1 shows, pumping groundwater from 61.0m requires 0.24 kWh/m^3. This is about 20% of brackish water desalination process cost.

In the other hand, the cost of seawater intake goes to the intake
design which avoiding impingement and/or entrainment. For example, some intake screens can be back-flushed with compressed air. These screens have no moving parts, operate with a very low velocity (to mitigate impingement), and are generally referred to as “passive screens.”(Zander, 2008).

==Technical difficulty==

As table 6.2.1 shows, seawater desalination requires about four times energy than brackish water and about 10 times energy than normal water treatment. This is the main reason why brackish water is more favored by desalination factory when it comes to reality. The higher salinity source water has, the more energy it needs and more processes it has to go through. 

Since our project target lower energy cost, seawater desalination will provide more space to play. Our purpose is to bring this source water more competitively than brackish water. We will take this question to chapter 2 and discuss further.

Last year, Imperial college iGEM team has done a water report describing the details of global water stress problem. There is no ‘creation’ of ‘new’ water on the planet. (NEP, 2008) The difficulties we face right now is the recycling and renewing ability of natural water body and human recycling cannot compete with continues water demand of human activities. In a narrow sense, the profit should be the main focus for an industry. However, water industry is the most basic key part of human life and its development should not limited by low profit temporary. Comparing to brackish water, developing seawater desalination will help ease the water stress for much longer time and with less concern.

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Cohen, R., B. Nelson, and G. Wolff. 2004. Energy Down the Drain: The Hidden Costs of California’s Water Supply. New York: National Resources Defense Council and Oakland, CA: Pacific Institute for Studies in Development, Environment, and Security.

Galloway, D. L., D. R. Jones, and S. E. Ingebritsen. 1999. Land subsidence in the United States. U.S. Geological Survey Circular 1182. Reston, VA: USGS. 

GWI (Global Water Intelligence). 2006a. Desalination Markets 2007: A Global Forecast. Oxford, UK: Media Analyics Ltd.

GWI. 2006b. 19th IDA Worldwide Desalting Plant Inventory. Oxford, UK: Media Analytics Ltd.

NEP, U. (2008). Vital Water Graphics an Overview of the State of the World’s Fresh and Marine Waters.

NRC. 1991. Mitigating Losses from Land Subsidence in the United States. Washington, D.C.: National Academy Press.

Shiklomanov, I. A. (1993). World fresh water resources. Pp. 13-24 in Water in Crisis: A Guide to the World’s Fresh Water Resources, P. Gleick, ed. New York: Oxford University Press.

Smith, S. (2015, August 20). California land quickly sinking in drought costs farmers. AP Online.

Wei, L. Min, Z. & LianMing, J. (2015). The Spanish desalination industry policy research. China Ocean development and management, 32 (3), 15 to 20.

Zander, A., Elimelech, M., Furukawa, D., Gleick, P., Herd, K., Jones, K. L. ... & Wood, W. W. (2008). Desalination: A national perspective. National Research Council, The National Academies.
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