UTILIZATION EFFICIENCY OF CONSTRUCTED WETLANDS IN EFFLUENT REMOVAL AND NILE TILAPIA GROWTH UNDER DIFFERENT HYDRAULIC LOAD RATES

Document Type : Original Article

Authors

1 Assoc. Prof., Agric. Eng. Dept., Fac. of Agric., Kafrelsheikh Univ., Egypt.

2 Prof. of Agric. Eng. Dept., Faculty of Agric., Kafrelsheikh Univ., Egypt.

Abstract

The experiment was carried out at two stages. First stage, determine the optimum hydraulic loading rate and second stage, determine fish growth parameters. Wetland cell was filled with three layers of gravel, the bottom layer coarse gravel (f 30 – 50 mm) with height 0.3 m, the middle layer fine gravel (f 10 – 20 mm) with height 0.2 m and the upper layer (soil) with height 0.05 m. Three hydraulic loading rates (4.8, 9.6 and 19.2 m day-1) were used in the present study. The data obtained were subjected to one-way analysis of variance (using SPSS program) to test the effect ofthe inflow and outflow nutrient concentration. The results indicated that the total ammonia nitrogen (TAN) concentration was significant variation among the hydraulic loading rates treatments and control. It was observed significantly highest in hydraulic loading rate 4.8 m day-1. Total Ammonia Nitrogen concentration increased with increasing hydraulic loading rates among treatments, whereas TAN values were 0.18, 0.21 and 0.23 mg l-1 at hydraulic loading rates 4.8m 9.6 and 19.2 m day-1 respectively. The results indicated that the nutrient to area loading (AL) and area retention (AR) increases with increasing the hydraulic load for most of the measured nutrient parameters. The total nitrogen (TN) removal values were 7.1, 9.5 and 13.1 % at hydraulic loading rates 4.8, 9.6 and 19.2 m day-1 respectively. While, the TAN was decreased with increasing the hydraulic loading rates. The theoretical dissolved oxygen consumption (DOcon) were about 2.6, 4.3 and 3 mg l1, representing 65%, 90% and 50% of the measured DO loss throughout the wetland at hydraulic loading rate 4.8, 9.6 and 19.2 m day-1 respectively. The results indicated that no noticeable difference between fish growth parameters observed under hydraulic loading rate for 9.6 m day-1 and control treatment.

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Bergheim, A. and Brinker, A. (2003). Effluent treatment for flow-through systems and European environmental regulations. Aquacul. Eng. 27, 61–77.
Endut, A., Jusoh, A., Ali, N.,Wan Nik,W.B., Hassan, A. (2010). A study on the optimal hydraulic loading rate and plant ratios in recirculation aquaponic system. Bioresour. Technol. 101, 1511–1517.
Fuentes-Silva C., G.M. Soto-Zarazua, I. Torres-Pacheco, R.G. Guevara-González, J.F. García-Trejo, A. Flores-Rangel, J. Caballero-Pérez and A. Cruz-Hernández, 2015. Influence of Extended Photoperiod on All Male Nile Tilapia (Oreochromis niloticus) Production, Differential Gene Expression and Growth Rate. INTERNATIONAL JOURNAL OF AGRICULTURE & BIOLOGY. ISSN Print: 1560–8530; ISSN Online: 1814–9596.
Hummer, D. A. and Bastian, R. K. (1989). Wetlands ecosystems: natural water purifiers? In: Hammer, D. A. (Ed), Constructed wetlands for wastewater treatment: Municipal, Industrial and Agricultural, Lewis Publishers, Chelsea, pp. 5-19.
Hussain T.; A. K. Verma; V. K. Tiwari; C. Prakash ; G. Rathore; A. P. Shete; N. Saharan (2015). Effect of water flow rates on growth of Cyprinus carpio var. koi (Cyprinus carpio L., 1758) and spinach plant in aquaponic system. Aquacult Int. 23:369–384.
Kadlec, R.H., Tanner, C.C., Hally, V.M., Gibbs, M.M., 2005. Nitrogen spiraling in subsurface-flow constructed wetlands: implications for treatment response. Ecol. Eng. 25, 365–381.
Lekang, O.I. (2007). Aquaculture Engineering. Blackwell Publishing Ltd., Oxford, UK, p. 352.
Nuwansi, K. K. T.; A. K. Verma; C. Prakash ; V. K. Tiwari; M. H. Chandrakant;  A. P. Shete; G. P. W. A. Prabhath (2016). Effect of water flow rate on polyculture of koi carp (Cyprinus carpio var. koi) and goldfish (Carassius auratus) with water spinach (Ipomoea aquatica) in recirculating aquaponic system. Aquacult Int. 24:385–393.
Rennert, B., 1994. Water pollution by a land-based trout farm. J. Appl. Ichthyol. 10, 373– 378.
Schobert, G., Appel, E., Hofmann, H., Negele, D., Paravicini, R., Reiter, R., Sanzin, W.-D., Schadl,G., Weiکbrodt, L., Wondrak, P.(2001), Empfehlungen für den Bau und Betrieb von Fischteichen. In: Bayerisches Landesamt für Wasserwirtschaft, München (Ed). Materialein 99, 42 pp.
Shpigel M.; D. Ben-Ezra; L. Shauli; M. Sagi; Y. Ventura; T. Samocha and J. J. Lee (2013). Constructed wetland with salicornia as a biofilter for mariculture effluents. Aquaculture, 52-63.
Sindilariu, P. D., Wolter, C., Reiter, R., 2008. Constructed wetlands as a treatment method for effluents from intensive trout farms. Aquaculture 277, 179–184.
Sindilariu, P. D.;  Alexander B.; Reinhard R. (2009). Factors influencing the efficiency of constructed wetlands used for the treatment of intensive trout farm effluent. Ecological Engineering 3 5: 711–722.
Sindilariu, P.-D.(2007). Reduction in effluent nutrient loads from flow-through facilities for trout production: a review. Aquacult. Res. 38, 1005–1036.
Tchobanoglous, G., Burton, F.L., Stensel, H.D. (2003). Wastewater Engineering: Treatment and Reuse, 4th ed. McGraw-Hill Inc., New York, 1334 pp.
Van Rijin, J.; Tal, Y. and Shreier. (2006). Denitrification in recirculating systems: theory and applications. Aquacultural Engineering, 34, 364-376.