 
          3084
        
        
          Proceedings of the 18
        
        
          th
        
        
          International Conference on Soil Mechanics and Geotechnical Engineering, Paris 2013
        
        
          Figures 6(a)
        
        
          –
        
        
          6(e) present some analysis results of lake water.
        
        
          The initial T-N and T-P values are about 0.5 and 0.02 mg/L,
        
        
          which are below the water quality standards for a lake in Japan.
        
        
          The initial values of COD are 3
        
        
          –
        
        
          4 mg/L, that of Case A is
        
        
          slightly larger than the standard value.
        
        
          In Cases A and B without natural zeolite powder, the values
        
        
          of T-N, NH
        
        
          4
        
        
          -N, and T-P increase greatly with elapsed time until
        
        
          after about 20 days (Figures 6(a)
        
        
          –
        
        
          6(c)). Compared to the water
        
        
          quality standards for a lake in Japan, the values of T-N after 20
        
        
          days are 3.8 and 2.7 times, and those of T-P after 20 days are 3
        
        
          and 1.4 times, respectively. The release of nutrient salts from
        
        
          bed mud is great and no release inhibition effect by dehydration
        
        
          is observed. Subsequently, these values decrease gradually. The
        
        
          values of T-N and NH
        
        
          4
        
        
          -N after 80 days decrease nearly to initial
        
        
          values and that of T-P decreases to the standard value after 40
        
        
          days. The decrease in nutrient salts is thought to result from
        
        
          digestion of cyanobacteria. The turbidity and COD increase
        
        
          gradually and reach a peak after about 40 days; they decrease
        
        
          gradually thereafter (Figures 6(d) and 6(e)). These tendencies
        
        
          are likely related to cyanobacteria development.
        
        
          However, in Case C with natural zeolite powder, the values
        
        
          of T-N and T-P are maintained as lower than the values of water
        
        
          quality standards, and that of NH
        
        
          4
        
        
          -N is almost maintained initial
        
        
          value. The value of T-N after 20 days decreases to half the
        
        
          standard value (Figures 6(a)
        
        
          –
        
        
          6(c)). Algae do not grow in the
        
        
          lake water (Photo 3(d)). The release inhibition effect of natural
        
        
          zeolite is recognized. The absorption effect for nitrogen in the
        
        
          lake water is also recognized. However, the values of turbidity
        
        
          and COD increase gradually as well as Cases A and B (Figures
        
        
          6(d) and 6(e)). The value of COD exceeds the standard value. It
        
        
          is probably the increase in dissolved organic matter in lake
        
        
          water. Therefore, additional countermeasures against COD are
        
        
          required.
        
        
          5 CONCLUSIONS
        
        
          A zero-emission system was proposed for preservation of the
        
        
          ecosystem in a closed water body. The system has three
        
        
          processes: (a) dredging, (b) dehydration and purification, and
        
        
          (c) reduction. Consolidation tests and column tests for bed mud
        
        
          and lake water sampled in Lake Suwa, Japan were conducted
        
        
          simulating this system. Natural zeolite powder was used as the
        
        
          absorbent for purification. Based on the test results, the
        
        
          effectiveness of the system was examined. Main conclusions are
        
        
          as follows.
        
        
          (1) Applying about 30 kPa of low consolidation pressure, the
        
        
          volume of bed mud with high water content can be
        
        
          decreased to about two-thirds. The water content reaches the
        
        
          liquid limit,
        
        
          
            w
          
        
        
          L
        
        
          . The bed mud condition changes to a
        
        
          moderate consistency and workability for reclamation is
        
        
          obtained. For reclaimed soil with
        
        
          
            w
          
        
        
          L
        
        
          , a suitable environment
        
        
          for habitation of living things is formed at the bottom of the
        
        
          water. Moreover, reclaimed soil volume is reduced, because
        
        
          it can be deformed flexibly with self-weight.
        
        
          (2) In the column test for bed mud with no treatment, total
        
        
          nitrogen (T-N), total phosphorus (T-P), and chemical
        
        
          oxygen demand (COD) surpass water quality standards for
        
        
          lakes in Japan. The release of nutrient salts from bed mud is
        
        
          clearly recognizable and many algae developed in the water.
        
        
          To inhibit eutrophication, it is necessary to control the
        
        
          release of the nutrient salts from bed mud.
        
        
          (3) For bed mud dehydrated by 30 kPa, T-N, T-P, and COD in
        
        
          the lake increase as in the case with no treatment.
        
        
          Dehydration of bed mud alone is insufficient for release
        
        
          inhibition of nutrient salts.
        
        
          (4) For bed mud dehydrated by 30 kPa and purified using
        
        
          natural zeolite powder, the contents of T-N and T-P meet
        
        
          water quality standards for lakes. Especially, total nitrogen
        
        
          decreases because of absorption of nitrogen in the water by
        
        
          natural zeolite. Algae do not grow. The release inhibition
        
        
          effect for nutrient salts of natural zeolite is recognized.
        
        
          However additional countermeasures against COD are
        
        
          required.
        
        
          6 ACKNOWLEDGEMENTS
        
        
          This research was conducted as part of study of
        
        
          countermeasures against water pollution in Lake Suwa entrusted
        
        
          by the Suwa Branch at Construction Office of Nagano
        
        
          Prefecture. Natural zeolite powder was offered by Mitsui
        
        
          Mineral Development Engineering Co. Ltd. (MINDECO). Mr.
        
        
          Moussa Garba-Say Zoulkanel, a graduate of Shinshu University,
        
        
          performed the column tests for graduation research. The authors
        
        
          are deeply grateful to them.
        
        
          7 REFERENCES
        
        
          Japan Sediments Management Association. 2003. Release test for
        
        
          nutrient salts (nitrogen and phosphorus).
        
        
          
            Manual for investigation
          
        
        
          
            and test for bed mud
          
        
        
          , 31-40. (in Japanese)
        
        
          Mitsui Mineral Development Engineering Co., Ltd. (MINDECO) 2012.
        
        
          
            Mindeco Iwami Profile Iwamilite
          
        
        
          , (in Japanese)
        
        
          Popovici S., Ichim M., Raceanu G.H., Velea S., Pasarin D.G., Albulescu
        
        
          V., Faraon V., and Avram M. 2011. On-site treatment of
        
        
          wastewaters using integrative systemic biofilter technologies.
        
        
          
            Romanian Biotechnological Letters
          
        
        
          16 (6), 6776-6780.
        
        
          Zeolite sub-comittee, No. 111 Comittee, JSPS. 2006.
        
        
          
            Natural Zeolite,
          
        
        
          
            qualification guides and data for application.
          
        
        
          Japan Society for the
        
        
          Promotion of Science.
        
        
          Water quality standards
        
        
          for lakes: 0.6 mg/L
        
        
          Water quality standards for
        
        
          lakes: 0.05 mg/L
        
        
          Water quality standards for lakes: 3.0 mg/L
        
        
          (a)
        
        
          (b)
        
        
          (c)
        
        
          (d)
        
        
          (e)
        
        
          0
        
        
          0.1
        
        
          0.2
        
        
          T-P (mg/L)
        
        
          0
        
        
          0.5
        
        
          1
        
        
          1.5
        
        
          2
        
        
          2.5
        
        
          T-N (mg/L)
        
        
          0 10 20 30 40 50 60 70 80
        
        
          0
        
        
          2
        
        
          4
        
        
          6
        
        
          8
        
        
          10
        
        
          12
        
        
          COD (mg/L)
        
        
          Time
        
        
          
            t
          
        
        
          (day)
        
        
          0
        
        
          10
        
        
          20
        
        
          Turbidity (degree)
        
        
          Case A: Bed mud with no treatment
        
        
          Case B: Dehydrated bed mud
        
        
          Case C: Dehydrated and purified bed mud
        
        
          0
        
        
          1
        
        
          2
        
        
          NH
        
        
          4
        
        
          -N (mg/L)
        
        
          Figure 6. Analysis results of water quality.