首页> 外文会议>Biennial conference of the International Association on Water Quality >SPECIFIC OXYGEN UPTAKE, NITRIFICATION AND DENITRIFICATION RATES OF A ZINC-ADDED ANOXIC/OXIC ACTIVATED SLUDGE PROCESS
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SPECIFIC OXYGEN UPTAKE, NITRIFICATION AND DENITRIFICATION RATES OF A ZINC-ADDED ANOXIC/OXIC ACTIVATED SLUDGE PROCESS

机译:锌添加的缺氧/氧体活性污泥过程的特定氧吸收,硝化和脱氮率

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The specific oxygen uptake rate (SOUR), specific nitrification rate (SNR) and specific denitrification rate (SDNR) of an anoxic-oxic activated sludge process fed with zinc-added synthetic wastewaters were investigated. Two different characteristics of synthetic wastewaters were used, i.e., 500 mg/l COD, 40 mg/l TKN and 10 mg/l P (representing normal COD load) for Model A while 3500 mg/l COD, 175 mg/l TKN and 25 mg/l P (representing high COD load) for Model B. The zinc doses varied from 0 (control) to 10, 25, 35 and 50 mg/l. When the two systems reached steady states, they were further shocked with 300 mg/l zinc for 4 consecutive days before returning to their initial conditions. The SRT and F/M ratio of both models were 10 days and 0.26-0.47 day~(-1), respectively. The endogenous SOURs of both models were not much affected by the increase of zinc concentration. They were about 7.5 to 10 and 9.4 to 11.5 mg O_2/g MLSS-hr, for Models A and B, respectively. In Model A, as the zinc increased from 0 to 50 mg/l, the SNRs dropped from 4.0 to 1.4 mg NH_4~+-N /g MLSS-hr whereas the initial SDNRs fell from 19.6 to 5.3 mg NO_3~- /g MLSS-hr. Meanwhile, the SNRs of Model B were relatively constant (1.5-1.8 mg NH_4~+-N /g MLSS-hr) while the initial SDNRs dropped from 16.2 to 8.3 mg NO_3~- /g MLSS-hr. That is, under high COD load conditions, the zinc dose applied here did not significantly affect the carbon removing heterotrophs and nitrifiers while a slight effect was seen on the denitrifiers and significant retardation was observed for both nitrifiers and denitrifiers in case of normal COD load. During the shock period, the SNRs of Model A dropped to 0.67 to 1.26 mg NH_4~+-N /g MLSS-hr whereas the initial SDNRs decreased drastically to 1.5 to 3.0 mg NO_3~- /g MLSS-hr. The impact from the zinc shock in such circumstances was obviously higher on the denitrifiers than on the nitrifiers. In Model B, the SNRs were 0.77 to 1.5 mg NH_4~+-N /g MLSS-hr and the initial SDNRs were 2.9 to 6.18 mg NO_3~- /g MLSS-hr. Not much effect on nitrifiers was evident in this case. For Model A, the recoverability of the heterotrophs and the nitrifiers was not so good, while that of the denitrifiers was quite satisfactory. However for Model B, those recuperation abilities were comparable for all three organisms. The data therefore suggested that there may be some differences in the species domain between the carbon removing microorganisms and the denitrfiers, however, further investigations for confirmation are required.
机译:研究了用锌添加的合成废水供给的缺氧性氧化废水化方法的特定氧摄取率(酸),特异性硝化速率(SNR)和特定的脱氮率(SDNR)。使用合成废水的两种不同的特性,即500mg / L COD,40 mg / L TKN和10mg / L p(代表普通COD负载),适用于3500 mg / L COD,175 mg / L TKN和模型B的25mg / L p(代表高COD负载)。锌剂量从0(对照)变化至10,25,35和50 mg / L。当两种系统达到稳定状态时,它们在返回初始条件之前连续4天进一步震动300mg / L锌。两种型号的SRT和F / M比例分别为10天和0.26-0.47天〜(-1)。两种模型的内源性酸性对锌浓度的增加并不多。它们分别为7.5至10%和9.4至11.5mg O_2 / g MLSS-HR,分别用于模型A和B.在模型A中,随着锌从0增加到50 mg / L,SNR从4.0降至1.4mg NH_4〜+ -N / g MLSS-HR,而最初的SDNR从19.6到5.3mg NO_3〜 - / GMLSS下降-hr。同时,模型B的SNR是相对恒定的(1.5-1.8mg NH_4〜+ -N / g MLSS-HR),而初始SDNR落在16.2-8.3mg NO_3〜 - / g MLSS-HR。也就是说,在高鳕鱼载荷条件下,这里施加的锌剂量没有显着影响碳除去异位和氮,同时在正常鳕鱼载荷的情况下,观察到在脱氮化上观察到轻微效果,并且在常规CO载荷的情况下,对于氮气和脱氮剂观察到显着的延迟。在休克期间,模型A的SNR降至0.67至1.26mg NH_4〜+ -N / g MLSS-HR,而初始SDNR急剧下降至1.5至3.0mg NO_3〜/ g MLSS-HR。在这种情况下,锌休克的影响明显高于硝化剂。在模型B中,SNRS为0.77至1.5mg NH_4〜+ -N / g MLSS-HR,初始SDNR为2.9至6.18mg NO_3〜/ g MLSS-HR。在这种情况下,对氮杂物的影响并不多。对于模型A,异癖和氮化物的可回收性并不是那么好,而Denitrifiers的可令人令人满意。然而,对于模型B,这些恢复能力对于所有三种生物都是相当的。因此,数据表明,在碳去除微生物和Decitriers之间的物种结构域可能存在一些差异,但是,需要进行确认的进一步研究。

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