Mustafa Akhmad, Syah Rachman, Paena Mudian, Samad Wasir, Ratnawati Erna, Athirah Admi, Asaf Ruzkiah, Syaichudin Mohammad, Taukhid Imam
Research Center for Fishery, National Research and Innovation Agency, Jl. Raya Bogor KM. 47 Cibinong, Bogor, 16911, West Java, Indonesia.
Faculty of Marine and Fisheries Sciences, Hasanuddin University, Jl. Perintis Kemerdekaan KM. 10 Tamalanrea, Makassar, 90245, South Sulawesi, Indonesia.
Environ Sci Pollut Res Int. 2025 May;32(23):14220-14246. doi: 10.1007/s11356-025-36521-1. Epub 2025 May 22.
Intensive technology of whiteleg shrimp (Litopenaeus vannamei) aquaculture generates wastewater that, if not properly managed, can adversely affect the long-term viability of brackishwater pond aquaculture and threaten environmental sustainability. This study evaluates the performance of wastewater treatment plant (WWTP) associated with this intensive whiteleg shrimp aquaculture. Wastewater samples were collected from various locations: the reservoir, grow-out pond, WWTP inlet, WWTP, WWTP outlet, and the sea, at four stages of shrimp growth (15, 45, 75, and 105 days of culture (DOC)). Key variables analyzed included temperature, salinity, pH, dissolved oxygen (DO), ammonia (NH), nitrate (NO), nitrite (NO), phosphate (PO), total organic matter (TOM), biochemical oxygen demand 5-day (BOD), and total suspended solids (TSS). Data from the WWTP inlet and outlet were used to assess removal efficiency (RE) and calculate compliance index (CI) values for evaluating WWTP performance. The Storage and Retrieval (Storet) system was used to evaluate the wastewater quality status. The results indicated that the WWTP utilized constructed wetlands with a hydrological design that included both surface and subsurface flow. On the culture of 105 DOC, the concentrations of NH, NO, and PO at the WWTP outlet surpassed the threshold for marine and brackishwater aquatic life. However, the levels of pH, DO, NO, TOM, BOD, and TSS were within the acceptable range for marine and brackishwater aquatic life. The WWTP covered 9.51% of the total pond area, with a wastewater residence time of 0.76 days (18 h). It was effective in reducing TSS concentration (RE 60.05%) and demonstrated moderate effectiveness in lowering concentrations of NO (RE 58.71%), NO (RE 51.48%), PO (RE 49.85%), and BOD (RE 41.15%). The WWTP significantly reduced levels of NO, TOM, BOD, and TSS while raising the pH, achieving a compliance rating (CI < 1.00). Initially, the wastewater quality at the WWTP inlet was classified as class D (poor or heavily polluted), but changed to class C (moderate or moderately polluted) by 75 and 105 DOC. However, NH, NO, and PO levels still exceeded acceptable limits for shrimp aquaculture. Overall, WWTP is successful in enhancing the quality of wastewater from intensive whiteleg shrimp brackishwater pond aquaculture. However, it has shown limited effectiveness in improving the levels of specific pollutants like NH, NO, and PO. To improve the system's efficiency, it is suggested to expand the WWTP area to 3.22 ha, increase the residence time to a minimal of 2 days, and add an aeration and equalization ponds to the system.
凡纳滨对虾集约化养殖技术产生的废水若管理不当,会对咸淡水池塘养殖的长期可持续性产生不利影响,并威胁环境可持续性。本研究评估了与这种凡纳滨对虾集约化养殖相关的污水处理厂(WWTP)的性能。在对虾生长的四个阶段(养殖15、45、75和105天),从不同地点采集废水样本:蓄水池、养成池、污水处理厂进水口、污水处理厂、污水处理厂出水口和大海。分析的关键变量包括温度、盐度、pH值、溶解氧(DO)、氨(NH)、硝酸盐(NO)、亚硝酸盐(NO)、磷酸盐(PO)、总有机物(TOM)、五日生化需氧量(BOD)和总悬浮固体(TSS)。污水处理厂进水口和出水口的数据用于评估去除效率(RE)并计算用于评估污水处理厂性能的合规指数(CI)值。使用存储与检索(Storet)系统评估废水质量状况。结果表明,该污水处理厂采用了水文设计包括表面流和潜流的人工湿地。在养殖105天时,污水处理厂出水口的NH、NO和PO浓度超过了海洋和咸淡水水生生物的阈值。然而,pH值、DO、NO、TOM、BOD和TSS水平在海洋和咸淡水水生生物可接受范围内。污水处理厂占地面积占池塘总面积的9.51%,废水停留时间为0.76天(18小时)。它在降低TSS浓度方面有效(去除效率60.05%),在降低NO(去除效率58.71%)、NO(去除效率51.48%)、PO(去除效率49.85%)和BOD(去除效率41.15%)浓度方面显示出中等效果。污水处理厂显著降低了NO、TOM、BOD和TSS水平,同时提高了pH值,达到了合规评级(CI<1.00)。最初,污水处理厂进水口的废水质量被归类为D级(差或重度污染),但在养殖75天和105天时变为C级(中等或中度污染)。然而,NH、NO和PO水平仍超过对虾养殖的可接受限度。总体而言,污水处理厂成功提高了凡纳滨对虾咸淡水池塘集约化养殖废水的质量。然而,它在改善NH、NO和PO等特定污染物水平方面效果有限。为提高系统效率,建议将污水处理厂面积扩大到3.22公顷,将停留时间至少增加到2天,并在系统中增加曝气池和均衡池。