高效低能耗污水处理装置中生物脱氮技术的研究

采用高效低能耗污水处理装置,针对 Ｂ Ｏ Ｄ 容积负荷在０ ．０５ ～０ ．４６ ｋｇ／ｍ３ ｄ － １ 左右的常规浓度和低浓度的城市生活污水,设置进水流量不同的工况,最终使这两种城市生活污水 Ｃ Ｏ Ｄ Ｃｒ 的去除率均达到８０ ％ 以上, Ｂ Ｏ Ｄ５ 的去除率均达到９０ ％ 以上,出水 Ｎ Ｈ３ Ｎ 达标．此外,在低浓度城市生活污水处理的工况上加上一个回流装置,可使总 Ｎ 的去除率从１０ ％ 提高至５０ ％ 左右     

进水PCP和CODCr质量浓度对厌氧反应器运行效能的影响

应用以氯酚驯化污泥接上流式厌氧消化反应器（ＵＡＤ）连续处理含五氯酚（ＰＣＰ）废水的试验结果表明，在一定的水力负荷下，试验反应器可稳定地处理ρ（ＣＯＤＣｒ）１２５０－１０００ｍｇ．Ｌ＾－１和ρ（ＰＣＲ）≤１８０ｍｇ．Ｌ＾－１的有毒有机废水，ＣＯＤＣｒ去除率大于９０％，ＰＣＰ去除率大于９９．５％，出水ρ（ＰＣＰ）小于０．５ｍｇ．Ｌ＾－１，维持试验反应器正常运行所必需的最低进水ρ（ＰＣＰ）有关，且进水ρ     

煤加压气化废水加压曝气生物处理研究

加压曝气生物氧化新技术，新组合处理煤加压气化废水，ＣＯＤ负荷１５．６ｋｇ／（ｍ＾３·ｄ），去除率９２．１％；ＮＨ３－Ｎ负荷０．５７ｋｇ／（ｍ＾３·ｄ），去除率９１．０％，二项指标出水均达到国家排放标准。     

高浓度洗毛废水生物降解的研究

根据高浓度洗毛废水的水质特性,选择、驯化出高效污泥和菌株,并对生物降解该废水时的工艺、污泥量、时间三要素进行了深入的研究．结果表明,对于物化处理彻底的废水, Ｈ／ Ｏ 工艺（ 水解／ 好氧工艺） 与好氧工艺处理差异不大;７０ ％ 左右物化效果时, Ｈ／ Ｏ 工艺处理时, Ｃ Ｏ Ｄｃｒ 去除率增加;废水在处理过程中成分变化大,后段水可用筛选优势菌的方法处理．实验室流动模型运行结果为：在原水ρ（ Ｃ Ｏ Ｄｃｒ） １８５４４ ｍｇ／ Ｌ 和设定ｔ Ｈ Ｒ（ 延滞期） 下,混凝后出水ρ（ Ｃ Ｏ Ｄｃｒ） ５３２２ ｍｇ／ Ｌ,水解池出水ρ（ Ｃ Ｏ Ｄｃｒ） ４７６３ ｍｇ／ Ｌ,好氧池出水 Ｃ Ｏ Ｄｃｒ１９９ ．９ ｍｇ／ Ｌ,总 Ｃ Ｏ Ｄｃｒ去除率为９８ ．９ ％     

缺氧━好氧固定床生物膜系统处理焦化废水的试验研究

采用内填弹性立体填料的缺氧━好氧固定床生物膜系统处理焦化废水，试验效果良好。当总水力停留时间≥３５．２ｈ，ＣＯＤ和ＮＨ＿３─Ｎ的去除率分别这８２％和９６％以上，出水浓度均达到国家排放标准。     

NP型复合纳滤膜对豆腐废水处理的应用

本文对ＮＰ型复合纳滤膜的分离性能进行了初步实验并在此基础上采用纳滤膜平板过滤装置对豆腐加工过程中产生的废水进行处理，以降低废水中的ＣＯＤ含量，实验结果表明，ＮＰ型复合纳滤膜对０．２％ＭｇＳＯ４溶液的截留率（Ｒ）高于９０％，相应秀量约为２０Ｌｍ＾－２．ｈ＾－１（０．４ＭＰａ），豆腐废水ＣＯＤ的去除率大于９０％     

复极性固定床电解反应器对活性染料的降解

本文用复极性固定床电解反应器对１６种活性染料的脱色降解进行了试验研究。结果表明：染料脱色率在９９．６％以上,出水上清液ＣＯＤ去除率绝大部分在９０％以上,对活性翠蓝ＫＮ－Ｇ和活性深蓝ＫＭ－ＧＲ的铜去除率分别为９７．０％和９９．７％。     

乳山市造纸厂废水土地处理工程技术

利用土柱试验模拟土地处理系统，去除乳山市造纸厂工业废水中的ＣＯＤ。试验结果表明：在温度１０℃￣２８℃，投配水量为２００００ｍＬ／ｄ，水力负荷０．２５ｍ／次，ＣＯＤ去除率在８０％左右，以此为依据，设计了乳山市造纸厂工业废水治理工程。     

升流式厌氧污泥床工艺处理酵母废液的研究

本文根据酵母废液的水质特点，采用了常温升流式厌氧污泥床处理工艺，即温度在２６．８－２８．０℃，进水ＣＯＤ为７１２９－９８２３ｍｇ·ｌ＾－１时，达到ＣＤＯ去除率６６．０－７１．０％，同时，沼气产率为２．４－３．０Ｌ·ｌ＾－１·ｄ＾－１，沼气中烷含量为６１．５－６９．１％。该法耗能小，沼气可回收，经济效果明显。     

生物滤池对气相与液相中污染物质的净化

通过实验室研究探讨了生物滤池同时处理废水和废气的可行性。试验结果表明：在２５℃－３７℃条件下，甲苯废气的流量为９０Ｌ／ｈ，甲苯浓度为５００ｍｇ／ｍ＾３；废水的流量为０．４Ｌ／ｈ，ＣＯＤｃｒ浓度为４００－７５０ｍｇ／Ｌ，甲苯与ＣＯＤｃｒ的去除率分别是７０％－７２％和８６％－８９％。     

高效絮凝反应器的设计及混凝效能的验证

本文依据絮凝动力学的涡旋理论和无机高分子絮凝剂的絮凝机理设计了一种高效竖流折流式絮凝反应器，并通过絮凝试验对影响高效折流式絮凝反应器絮凝的流道及格网等因素进行了研究，结果表明，通过在反应器内设置适宜的格网，能够显著地改善反应器的絮凝除浊效能，在絮凝试验基础上讨论了高效絮凝反应器的设计思想。     

Performance of duckweed (Lemna minor L.) on different types of wastewater treatment

Duckweed (Lemna minor L.) has a wide application in Turkey having suitable climatic conditions. In this study, the growth of duckweed was assessed in laboratory scale experiments. They were fed with municipal and industrial wastewater at constant temprature. COD, total nitrogen (TN), total phosphorus (TP) and ortho-phosphate (OP) removal efficiencies of the reactors were monitored by sampling influent and effluent of the system. Removal efficiency in this study reflects optimal results: 73-84% COD removal, 83-87% TN removal, 70-85% TP removal and 83-95% OP removal. The results show that the duckweed-based wastewater treatment is capable of treating the laboratory wastewater.     

采用絮凝—接触氧化法处理酿酒行业废水

采用絮凝-接触氧化法处理酿酒行业废水，原废水CODcr浓度为1627-2334mg/L，SS浓度为2095-2301mg/L，BOD5浓度为981-1005mg/L，色度为80-110倍，用絮凝-接触氧化法处理后，CODer浓度为280-295mg/L，SS浓度为178-199mg/L,CODcr浓度为145-150mg/L，色度为20-25倍，CODcr平均去除率为85%。悬浮物平均去除率为91%，BOD5平均去除率为85%，色度平均去除率为77%，各项指标符合国家排废标准。     

Fenton——聚硅铝铁处理生活垃圾压滤液研究

为了降低生活垃圾压滤液污染负荷,为后续生化处理的正常运行创造良好条件,针对垃圾压滤液污染特性,以CODCr去除率为指标,通过正交实验和单因素实验研究了Fenton—聚硅铝铁混凝法处理城市生活垃圾压滤液的最优反应条件和处理效果。结果表明:采用该工艺处理垃圾压滤液时,pH值对CODCr去除率影响最大,其次是PSAF,再次是H2O2和FeSO4,在最优反应条件下,浊度去除率达到95.3%,CODCr去除率达到86.7%,BOD5去除率达到81.6%,浊度、CODCr、BOD5分别下降到86NTU、4201 mg.L-1、855 mg.L-1。     

Sludge fermentation liquid addition attained advanced nitrogen removal in low C/N ratio municipal wastewater through short-cut nitrification-denitrification and partial anammox

• Sludge fermentation liquid addition resulted in a high NAR of 97.4%. • Extra NH₄⁺-N from SFL was removed by anammox in anoxic phase. • Nitrogen removal efficiency of 92.51% was achieved in municipal wastewater. • The novel system could efficiently treat low COD/N municipal wastewater. Biological nitrogen removal of wastewater with low COD/N ratio could be enhanced by the addition of wasted sludge fermentation liquid (SFL), but the performance is usually limited by the introducing ammonium. In this study, the process of using SFL was successfully improved by involving anammox process. Real municipal wastewater with a low C/N ratio of 2.8–3.4 was treated in a sequencing batch reactor (SBR). The SBR was operated under anaerobic-aerobic-anoxic (AOA) mode and excess SFL was added into the anoxic phase. Stable short-cut nitrification was achieved after 46d and then anammox sludge was inoculated. In the stable period, effluent total inorganic nitrogen (TIN) was less than 4.3 mg/L with removal efficiency of 92.3%. Further analysis suggests that anammox bacteria, mainly affiliated with Candidatus_Kuenenia, successfully reduced the external ammonia from the SFL and contributed approximately 28%–43% to TIN removal. Overall, this study suggests anammox could be combined with SFL addition, resulting in a stable enhanced nitrogen biological removal.     

滤层厚度对慢滤池深度处理污水的性能影响

将慢滤池用于污水二级出水的深度处理,并利用小试装置研究了滤层厚度对慢滤池性能的影响。选取浊度、COD和色度三个指标,在滤层不同深度处多次取样,分析各指标沿滤层厚度的变化。结果表明,采用粒径为0．4～0．6mm,滤层厚度为800mm的石英砂做滤床时,慢滤池对二级出水具有较好的净化效果：当进水浊度、COD和色度分别为1.3～6．9NTU、30．4～70．0mg·L^-1和20．6°～57．6°时,平均去除率分别达到86．5％、45．0％和46．3％。从试验结果可以看出,慢滤池类似一个微缩的污水二级处理系统,滤层表面的粘性滤膜起到类似初沉池的作用,可以对各指标实现较好的去除,58．6％的浊度、52．7％的COD和45．7％的色度是在滤层上部去除的;慢滤池中部起到类似曝气池的作用,下部起到类似二沉池的作用,对水质指标也能实现一定的去除。     

Shipboard bilge water treatment by electrocoagulation powered by microbial fuel cells

Reveals the synergy between microbial fuel cells and electrocoagulation. Demonstrates MFC-ECC shipboard wastewater treatment is advantageous. MFC-ECC integration enables energy neutral bilge water treatment. Ships generate large amounts of wastewater including oily bilge water, blackwater and greywater. Traditionally they are treated separately with high energy consumption. In this study we demonstrate the feasibility that these waste streams can be treated using an integrated electrocoagulation cell (ECC) and microbial fuel cell (MFC) process, which not only synergized the contaminants removal but also accomplished energy neutrality by directly powering EC with MFC electricity. Results showed that MFC stack powered ECC removed 93% of oily organics, which is comparable to the performance of an external DC voltage powered ECC. In the meantime, more than 80% of COD was removed from MFCs when fed with either acetate or municipal wastewater. Moreover, the ECC electrode area and distance showed notable effects on current generation and contaminants removal, and further studies should focus on operation optimization to enhance treatment efficiency.     

Enhancement of activated sludge performance on ammonium removal by clinoptilolite

This study evaluated the influence of clinoptilolite on the performance of activated sludge system shocked by high concentration of ammonium. The ammonium and chemical oxygen demand (COD) removal from the experimental reactor containing clinoptilolite and from the clinoptilolite-free control reactor was determined. The ammonium and COD removal was approximately 8 and 20% higher in the experimental reactor than in the control reactor, respectively. The removal increased with an increase in clinoptilolite concentration over the tested range up to 50?mg?L^?1. The presence of clinoptilolite resulted in the sludge flocs being more compacted with smoother surfaces and edges. Molecular biological analysis revealed that clinoptilolite increased the DNA diversity, richness, and evenness of sludge microbes. The enhanced-performance activated sludge previously treated with clinoptilolite was less influenced by the shock of ammonium than non-treated sludge in terms of the ammonium and COD removal. These results suggest that clinoptilolite enhanced the performance of activated sludge system in the removal of ammonium and COD. Amendment of activated sludge with natural zeolites may thus improve the efficiency of wastewater treatment.     

滤速对慢滤池深度处理生活污水的影响

为进一步提高再生水水质,将慢滤池用于污水二级处理出水的进一步处理。选取浊度、COD、色度和细菌总数4个指标,利用实验室小试装置,研究了0.1、0.3、0.5m/h这3种滤速下慢滤池的性能。结果表明,滤速由0.1m/h升高至0.3m/h时,慢滤池出水水质略有下降。而滤速由0.3m/h升高至0.5m/h时,慢滤池出水水质下降显著。滤速小于等于0.3m/h时,慢滤出水浊度、COD、色度和细菌总数平均为0.4NTU、25.9mg/L、14.9°、5×10^3CFU/mL。慢滤对这4个指标的平均去除率分别为78.6%、36.0%、34.0%、62.3%。为获得优良的水质,建议慢滤池用于污水深度处理时,滤速宜小于0.3m/h。但实际工程中,用户对再生水水质要求不高时,则可适当增大慢滤池滤速。     

干扰素生产废水处理试验及生物相分析

采用水解酸化与生物接触氧化组合工艺对干扰素生产废水进行试验研究,并考察其处理效果,观察生物接触氧化工艺中生物相。结果表明：该组合工艺对出水COD的去除率大于90%,出水COD低于40 mg/L,且运行稳定后生物接触氧化槽中污泥浓度较低。对生物相的显微镜观察可知生物接触氧化槽中生物相种类以藻类为主。