The province’s geology is complex with several aquifers layered on top of one another. Salinity intrusion takes place at different depths in areas where groundwater abstraction is high. Salinity ingression also occurs in the flood plains, where saline and freshwater aquifers alternate, resulting in saline water coming up in areas of heavy abstraction (Andersen 2013). The Zeibo-Weifang cone of depression in Shandong’s coast has persisted over the last twenty years. As of now, it has more or less stabilized.
To address water shortage in coastal plains and to control seawater intrusion in the area, six underground dams were constructed on various coastal rivers (see figure 1). A description of the salinity barrier technique and its impact are described below. This was carried out under the DHI-WASY project (a joint Chinese-German project that ran between 2008-2011). Detailed analysis has been done along the Huangshui river to estimate the potential of underground dams in this area.
The main purpose of the underground dam types is to prevent sea water intrusion. In four areas (Balisha, Wanghe, Daguija and Shiren) the dams consist of impermeable walls constructed from cement that was injected with the high pressure jet grouting technique. In two areas (Dagu and Huangshi) inflatable rubber dams were constructed. These were built on an underground dam layer. The unique characteristic of the rubber dams is their ability to function as reliable crest-adjustable water gates. When inflated by a medium (air, water or combination of both) it rises to retain water. When deflated by releasing the medium, it collapses flatly down the foundation, completely opening the channel to the free flow of water (Zhang et al. 2002).
River runoff is intercepted and directed to the underground reservoirs behind the dams through infiltration wells, trenches, and ditches. This can lead to an increase in storage capacity of the reservoir and an uplift of the water tables in the areas. This setup also prevents saltwater water intrusion from the sea (see figure 2). For main technical specifications concerning the underground reservoirs see the table below:
Construction of the underground dams has changed the surface runoff and discharge of groundwater in the reservoir areas and has stemmed saline intrusion from the seaside. The underground dam in Balisha river area has resulted in an increase the amount of fresh water in the reservoir to twice the amount before building the dam. Similar impacts has been seen in Wanghe river area where sea water intrusion decreased by 68% along with a reduction of chloride ion (indicator for salinity) from 70.1% to 50.6%. Also, field data from Wanghe river underground reservoir (which started in 1999) shows that after the construction of the underground dam, the average annual groundwater level increased by 4.4 meter with an average elevation of 3.3 meter.
Studies emanating from the project estimate that more than 50 underground reservoirs with a total volume of 400 million m3 can be constructed in Shandong. The total size of underground reservoirs would be 8000 km2 and the water extraction can increase by up to 1500 million m3. It is estimated that the annual economic benefit minus the operational costs will be 1399 million yuan which is equivalent to 164 million Euros (Liu 2006).
Construction of underground dams is not only beneficial to reduce sea water intrusion and salinity in water. It will also help in addressing challenges related to water scarcity. Additionally, the economic benefits apart from the social gains associated with the construction of such dams are also very high.