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Options to reduce greenhouse gas emissions during wastewater treatment for agricultural use

机译:在农业废水处理中减少温室气体排放的选择

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Treatment of primarily-domestic sewage wastewater involves on-site greenhouse gas (GHG) emissions due to energy inputs, organic matter degradation and biological nutrient removal (BNR). BNR causes both direct emissions and loss of fertilizer value, thus eliminating possible reduction of emissions caused by fertilizer manufacture. In this study, we estimated on-site GHG emissions under different treatment scenarios, and present options for emission reduction by changing treatment methods, avoiding BNR and by recovering energy from biogas. Given a typical Israeli wastewater strength (1050 mg COD~(-1)), the direct on-site GHG emissions due to energy use were estimated at 1618 and 2102 g CO_2-eq m~(-3), respectively, at intermediate and tertiary treatment levels. A potential reduction of approximately 23-55% in GHG emissions could be achieved by fertilizer preservation and VS conversion to biogas. Wastewater fertilizers constituted a GHG abatement potential of 342 g CO_2-eq m~(-3). The residual component that remained in the wastewater effluent following intermediate (oxidation ponds) and enhanced (mechanical-biological) treatments was 304-254 g CO_2-eq m~(-3) and 65-34 g CO_2-eq m~(-3), respectively. Raw sludge constituted approximately 47% of the overall wastewater fertilizers load with an abatement potential of 150 g CO_2-eq m~(-2) (385 kg CO_2-eq dry tonne~(-1)). Inasmuch as anaerobic digestion reduced it to 63 g CO_2-eqm~(-3) (261 kg CO_2-eq dry tonne~(-1)), the GHG abatement gained through renewable biogas energy (approx. 428 g CO_2-eq m~(-3)) favored digestion. However, sludge composting reduced the fertilizer value to 17 g CO_2-eq m~(-3) (121 kgCO_2-eq dry tonne~(-1)) or less (if emissions, off-site inputs and actual phytoavailability were considered). Taking Israel as an example, fully exploiting the wastewater derived GHG abatement potential could reduce the State overall GHG emissions by almost 1%. This demonstrates the possibility of optional carbon credits which might be exploited in the construction of new wastewater treatment facilities, especially in developing countries.
机译:主要处理生活污水的处理涉及能源输入,有机物降解和生物营养去除(BNR)导致的现场温室气体(GHG)排放。 BNR既造成直接排放,也造成肥料价值的损失,从而消除了因肥料制造而可能减少的排放。在这项研究中,我们估算了不同处理方案下的现场温室气体排放量,并提出了通过改变处理方法,避免BNR以及通过从沼气中回收能量来减少排放的方案。给定典型的以色列废水强度(1050 mg COD〜(-1)),在中间和中间阶段,能源消耗导致的直接现场GHG排放分别估计为1618和2102 g CO_2-eq m〜(-3)。三级治疗水平。通过肥料保存和将VS转化为沼气,可以减少约23-55%的温室气体排放。废水肥料的温室气体减排潜力为342 g CO_2-eq m〜(-3)。经过中间(氧化池)和强化(机械-生物)处理后,残留在废水中的残留成分为304-254 g CO_2-eq m〜(-3)和65-34 g CO_2-eq m〜(-3) ), 分别。原污泥约占废水肥料总负荷的47%,减排潜力为150 g CO_2当量m〜(-2)(385 kg CO_2当量吨(-1))。由于厌氧消化将其减少至63 g CO_2-eqm〜(-3)(261 kg CO_2-eq干吨〜(-1)),通过可再生沼气能量(约428 g CO_2-eqm〜)获得了温室气体减排。 (-3))赞成消化。然而,污泥堆肥将肥料价值降低至等于或小于17 g CO_2-eq m〜(-3)(121 kgCO_2-eq干吨〜(-1))(如果考虑排放,异地投入和实际植物利用率)。以以色列为例,充分利用废水产生的温室气体减排潜力可将国家总体温室气体排放量减少近1%。这证明了在建设新的废水处理设施时,尤其是在发展中国家,可能会利用可选的碳信用额度的可能性。

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