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乡镇污水处理厂运行管理相关问题探讨 总被引:1,自引:0,他引:1
乡镇污水处理厂作为环保基础设施建设的重点,普遍存在重建设轻运营的问题。笔者结合重庆市实际情况,重点分析了乡镇污水处理厂运行管理中存在的问题,并有针对性地提出了建议,包括提高收集率、完善末端工艺、专业化运营、改变考核体系、优化污泥处置、加强再生利用和远程在线监控等。 相似文献
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对滚珠丝杠的温升及热变形的对策进行了探讨,提出解决温升和热变形的方法,为滚珠丝杠的设计、安装、使用和维修提供参考. 相似文献
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滚珠丝杠的温升及热变形对策 总被引:1,自引:0,他引:1
对滚珠丝杠的温升及热变形的对策进行了探讨,提出解决温升和热变形的方法,为滚珠丝杠的设计、安装、使用和维修提供参考。 相似文献
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通过综述前人观点,介绍了农业产业集群式供应链的内涵及特征。构建了由核心网络和支撑网络所组成的农业产业集群式供应链,并简述了这种供应链的3种运作模式:以农产品批发市场为核心的模式;以农业产业化龙头企业为核心的模式;以连锁零售企业为核心的模式。并对农业产业集群式供应链的竞争力进行了研究,表明农业产业集群式供应链的竞争力主要体现在能使得农业产业集群企业具有更强的创新和知识共享能力、资源整合能力、敏捷的市场适应能力、独特价值创造能力。 相似文献
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从政治法律风险、自然地理风险、宏观经济环境风险、微观经济环境风险、用水户满意风险、日常管理制度及落实风险、应急管理制度风险等7个方面构建了农村饮水安全工程良性运行风险体系,并针对各部分的具体影响因素进行了分析;运用物元模型,构建了农村饮水安全工程良性运行风险评价模型,为相关部门制定农村引水安全工程良性运行风险对策提供了理论依据。 相似文献
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[目的]研究天津地区表流人工湿地冬季运行工艺。[方法]针对天津的气候特点,以冰下运行的方式,开展天津地区表流湿地冬季运行试验,研究自由表面流人工湿地北方冬季运行工艺参数。[结果]虽然水质净化效果差于其他温暖季节(平均降低约20%),但是在天津地区表流湿地采取冰下运行的方式是可行的。北方表流人工湿地冬季冰下运行时应将出水口地势降低,防止出水口被完全冰冻,运行水深不宜50~60 cm,可以在回流的基础上适当加大水力负荷(水力停留时间以4 d为宜),以维持水土界面不会冻结,并尽可能加大取水深度,以提高系统水温。[结论]该研究可为表流人工湿地在我国北方的推广应用提供借鉴。 相似文献
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A survey was conducted to determine the geometry, operating parameters, and other key features of large circular or octagonal culture tanks used to produce Atlantic salmon smolt and post-smolt at six major Norwegian Atlantic salmon production companies. A total of 55 large tanks were reported at seven land-based hatchery locations, i.e., averaging 7.9 (range of 4–12) large tanks per land-based site. In addition, one 21,000 m3 floating fiberglass tank in sea was reported. Culture volume ranged from 500 to 1300 m3 for each land-based tank. Most tanks were circular, but one site used octagonal tanks. Land-based tank diameters ranged from 14.5 to 20 m diameter, whereas the floating tank was 40 m diameter. Maximum tank depths ranged from 3.5 to 4.5 m at land-based facilities, which produced diameter-to-average-depth ratios of 3.6:1 to 5.5:1 m:m. The floating tank was much deeper at 20 m, with a diameter-to-average-depth ratio of only 2.4:1 m:m. All land-based tanks had floors sloping at 4.0–6.5% toward the tank center and various pipe configurations that penetrated the culture tank water volume at tank center. These pipes and sloping floors were used to reduce labor when removing dead fish and harvesting fish.Maximum flow ranged from 3 to 19 m3/min per land-based tank, with 400 m3/min at the floating tank, but tank flow was adjustable at most facilities. Land-based tanks were flushed at a mean hydraulic retention time (HRT) of 35–170 min. Maximum feed load on each land-based tank ranged from 525 to 850 kg/day, but the floating tank reached 3700 kg/day. Almost half of the large tanks reported in this survey were installed or renovated since 2013, including the three tank systems with the highest flow rate per tank (greater than 17.6 m3/min). These more recent tanks were operated at more rapid tank HRT’s, i.e., from 34.8 to 52.5 min, than the 67–170 min HRT typical of the large tanks built before 2013. In addition, flow per unit of feed load in land-based tanks that began operating before 2010 were lower (19–30 m3 flow/kg feed) than in tanks that began operating later (33–40 m3 flow/kg feed). In comparison, the floating tank operates at a maximum daily tank flow to feed load of 160 m3 flow/kg feed, which is the least intensive of all tanks surveyed. Survey results suggest that the recently built tanks have been designed to operate at a reduced metabolic loading per unit of flow, a tendency that would improve water quality throughout the culture tank, all else equal. This trend is possible due to the ever increasing application of water recirculating systems. 相似文献