Single pass solids removal by a hydrocyclone separator at varying flow rates from pond water used as a flow-through water source for catfish pond bank spawning tanks

IF 4.3 2区 农林科学 Q2 AGRICULTURAL ENGINEERING
Timothy J. Pfeiffer
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Abstract

Catfish spawning is typically conducted by placing spawning containers in the shallow area of a pond where there is 0.6–0.9 m of water and when temperatures reach 24° C. The fish spawn in the containers, and the eggs are usually removed and incubated indoors. Currently, at the Warmwater Aquaculture Research unit (Stoneville, MS) fish biologists are using round polytanks placed on the pond bank for spawning container placement with pond water pumped through the tank and aeration diffusers in the tanks to assure the pond water is well oxygenated. Depending on how and where the water is obtained from in the pond there can be a heavy solids loads associated with the incoming water. A hydrocyclone was evaluated as a simple and easily managed unit to reduce the solids load of the incoming water flow. The pond water flowed to a line of one hundred polytanks (1.5 m Ø, 1.5m3). The mean total suspended solids (TSS) concentration in the incoming pond water ranged from 26.3 to 37.1 mg/L. Mean daily single pass solids removal rates were compared at four different flow rates, 114 lpm, 170 lpm, 227 lpm, and 303 lpm (30, 45, 60, and 80 gpm, respectively). The pump output flow was limited by the suction pressure of the water flow from the in-pond floating skimmer and the reduced diameter (3.18 cm) of the inlet pipe to the pump intake. The mean single pass solids removal efficiency, RE (%)from four consecutive days of sampling at each flow rate (n = 4) ranged from 12.0 % at 114 lpm to 23.9 % at 303 lpm. Removal rates increased with increasing flow but the test statistic with α at 0.05 indicated no observable significant difference. The mean amount of solids from the hydrocyclone underflow purge volume ranged from 24.4 g at 114 lpm to 31.6 g at 170 lpm. Significant greated solids amount were observed (α at 0.05) in the purge volumes at te 170 and 227 lpm flow rates, respectively. Scatter plots of RE % versus influent TSS (mg/L) and RE (%) versus grams of purged solids had a observable positive linear correlation (R2 = 0.0.7628 and 0.80748, respectively) but the test statistic t was less than the table critical value at an α of 0.05. Implementing the hydrocyclone was a useful management technique in reducing the solids load from the incoming pond water source used for the seasonal catfish spawning purposes.
用水力旋流分离器在不同流速下从作为鲶鱼池塘岸产卵池流动水源的池水中单道去除固体
鲶鱼产卵的典型方法是将产卵容器放置在池塘的浅水区,水深0.6-0.9 米,温度达到24℃,鱼在容器中产卵,通常将卵取出并在室内孵育。目前,在温水水产养殖研究单位(斯通维尔,MS),鱼类生物学家正在使用放置在池塘岸边的圆形多聚池作为产卵容器放置,池水通过池泵和池中的曝气扩散器,以确保池水充氧良好。根据从池塘中取水的方式和地点,可能会有大量的固体负荷与进水有关。水力旋流器被评价为一种简单且易于管理的装置,可以减少来水的固体负荷。池塘里的水流入一百个蓄水池(1.5 m Ø, 1.5m3)。入塘水TSS平均浓度为26.3 ~ 37.1 mg/L。在114 lpm、170 lpm、227 lpm和303 lpm(分别为30、45、60和80 gpm)四种不同的流量下,平均每日单道固体去除率进行了比较。泵的输出流量受到池内浮式撇油器水流的吸入压力和进水管到泵入口的直径减小(3.18 cm)的限制。在每个流量(n = 4)下连续四天采样的平均单道固体去除效率RE(%)从114 lpm时的12.0 %到303 lpm时的23.9 %不等。去除率随流量的增加而增加,但α值为0.05的检验统计量差异不显著。水力旋流器底流吹扫体积的平均固体量从114 lpm时的24.4 g到170 lpm时的31.6 g不等。在170和227 lpm的流量下,吹扫体积中固体含量显著增加(α = 0.05)。RE %与进水TSS (mg/L)和RE(%)与净化固体克数的散点图呈显著正线性相关(R2分别为0.0.7628和0.80748),但检验统计量t小于表临界值(α = 0.05)。实施水力旋流器是一种有效的管理技术,可以减少用于季节性鲶鱼产卵的池塘水源的固体负荷。
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来源期刊
Aquacultural Engineering
Aquacultural Engineering 农林科学-农业工程
CiteScore
8.60
自引率
10.00%
发文量
63
审稿时长
>24 weeks
期刊介绍: Aquacultural Engineering is concerned with the design and development of effective aquacultural systems for marine and freshwater facilities. The journal aims to apply the knowledge gained from basic research which potentially can be translated into commercial operations. Problems of scale-up and application of research data involve many parameters, both physical and biological, making it difficult to anticipate the interaction between the unit processes and the cultured animals. Aquacultural Engineering aims to develop this bioengineering interface for aquaculture and welcomes contributions in the following areas: – Engineering and design of aquaculture facilities – Engineering-based research studies – Construction experience and techniques – In-service experience, commissioning, operation – Materials selection and their uses – Quantification of biological data and constraints
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