Sludge concentration dynamic distribution and its impact on the performance of UNITANK

UNITANK is a biological wastewater treatment process that combines the advantages of traditional activated sludge process and sequencing batch reactor, which is divided into Tank A, B and C. In this study, the sludge distribution and its impact on performance of UNITANK were carried out in Liede Wastewater Plant （WWTP） of Guangzhou, China. Results showed that there was a strong affiliation between Tank A and B of the system in sludge concentration distribution. The initial sludge concentration in Tank A could present the sludge distribution of the whole system. The sludge distribution was mainly influenced by hydraulic condition. Unsteady sludge distribution had an impact on variations of substrates in reactors, especially in decisive reactor, and this could lead to failure of system. Settler could partially remove substrates such as COD and NO3-N, but there was adventure of sludge deterioration. The rational initial sludge concentration in Tank A should be 4000-6000 mg/L MLSS.     

Topsoil organic carbon mineralization and CO2 evolution of three paddy soils from South China and the temperature dependence

Carbon mineralization and its response to climatic warming have been receiving global attention for the last decade. Although the virtual influence of temperature effect is still in great debate, little is known on the mineralization of organic carbon （SOC） of paddy soils of China under warming. SOC mineralization of three major types of China＇s paddy soils is studied through laboratory incubation for 114 d under soil moisture regime of 70% water holding capacity at 20℃ and 25℃ respectively. The carbon that mineralized as CO2 evolved was measured every day in the first 32 d and every two days in the following days. Carbon mineralized during the 114 d incubation ranged from 3.51 to 9.22 mg CO2-C/gC at 20℃ and from 4.24 to 11.35 mg CO2-C/gC at 25℃ respectively; and a mineralizable C pool in the range of 0.24 to 0.59 gC/kg, varying with different soils. The whole course of C mineralization in the 114 d incubation could be divided into three stages of varying rates, representing the three subpools of the total mineralizable C： very actively mineralized C at 1-23 d, actively tnineralized C at 24--74 d and a slowly mineralized pool with low and more or less stabilized C mineralization rate at 75-114 d. The calculated Q10 values ranged from 1.0 to 2.4, varying with the soil types and N status. Neither the total SOC pool nor the labile C pool could account for the total mineralization potential of the soils studied, despite a well correlation of labile C with the shortly and actively mineralized C, which were shown in sensitive response to soil warming. However, the portion of microbial C pool and the soil C/N ratio controlled the C mineralization and the temperature dependence. Therefore, C sequestration may not result in an increase of C mineralization proportionally. The relative control of C bioavailability and microbial metabolic activity on C mineralization with respect to stabilization of sequestered C in the paddy soils of China is to be further studied.     

Organic matter and concentrated nitrogen removal by shortcut nitrification and denitrification from mature municipal landfill leachate

An UASB＋Anoxic/Oxic （A/O） system was introduced to treat a mature landfill leachate with low carbon-to-nitrogen ratio and high ammonia concentration. To make the best use of the biodegradable COD in the leaehate, the denitrifieation of NOx^--N in the reeireulation effluent from the elarifier was carried out in the UASB. The results showed that most biodegradable organic matters were removed by the denitrifieation in the UASB. The NH4^＋-N loading rate （ALR） of A/O reactor and operational temperature was 0.28- 0.60 kg NH4^＋-N/（m^3-d） and 17-29℃ during experimental period, respectively. The short-cut nitrification with nitrite accumulation efficiency of 90%-99% was stabilized during the whole experiment. The NH4^＋-N removal efficiency varied between 90% and 100%. When ALR was less than 0.45 kg NH4^＋-N/（m^3.d）, the NH4^＋-N removal efficiency was more than 98%. With the influent NH4^＋-N of 1200-1800 mg/L, the effluent NH4^＋-N was less than 15 mg/L. The shortcut nitrification and denitrifieation can save 40% carbon source, with a highly efficient denitrifieation taking place in the UASB. When the ratio of the feed COD to feed NH4^＋-N was only 2-3, the total inorganic nitrogen （TIN） removal efficiency attained 67%-80%. Besides, the sludge samples from A/O reactor were analyzed using FISH. The FISH analysis revealed that ammonia oxidation bacteria （AOB） accounted for 4% of the total eubaeterial population, whereas nitrite oxidation bacteria （NOB） accounted only for 0.2% of the total eubaeterial population.     

Imazaquin degradation and metabolism in a sandy loam soil amended with farm litters

Irnazaquin applied in legume crops has a long residual time in soil, which often impacts safety of the susceptible crops. To increase safety of imazaquin application, two composted litters, bovine manure （BM） and chicken manure （CM）, were used to determine their effects on imazaquin environmental behavior by incorporating each kind of manure into the tested sandy loam soil at 10% （w/w）. The degradation of imazaquin in BM- and CM-amended soil was about 2.4 and 1.5 times, respectively, faster than that in unamended soil. The half-lives of imazaquin in BM-amended soil varied between 6.7 and 15.4 d over the temperature range of 20 to 40℃, and the degradation rate constant （k） increased by a factor of about 1.5 for every 10℃ change. Higher mix ratio did not significantly increase the degradation, and the optimal active degradation of imazaquin was observed approximately at the mix ratio of 10：1 of soil to BM. The different moisture levels had negligible effect on imazaquin degradation. In both unamended and BM-amended treatments, two metabolites were observed at 5, 10 and 30 d after treatment. One metabolite at retention time （RT） of 8.4 rain was identified as 2-（4- hydroxyl-5-oxo-2-imidazolin-2-yl） quinoline acid, originating from the loss of isopropyl group and hydroxylation at the 4-position of imidazolinone ring. The other at RT of 12.9 rain was identified as quinoline-2,3-dicarboxylic anhydride, resulting from detachment of imidazolinone ring and the forming of dicarboxylic anhydride. This finding suggested that the addition of farm litters into soil might be a good management option since it can not only increase soil fertility but also contribute to increase safety of imazaquin application to the following susceptible crops.     

Effects of nitrate concentration in interstitial water on the bioremediation of simulated oil-polluted shorelines

Nutrient addition has been proved to be an effective strategy to enhance oil biodegradation in marine shorelines.To determine the optimal range of nutrient concentrations in the bioremediation of oil-polluted beaches,nitrate was added to the simulated shoreline models in the initial concentration of 1,5 and 10 mg/L.Whenever the NO3-N concentration declined to 70% of its original value, additional nutrients were supplemented to maintain a certain range.Results showed adding nutrients increased the oil biodegradation level,the counts of petroleum degrading bacteria(PDB)and heterotrophic bacteria (HB),and the promoted efficiency varied depending on the concentration of nitrate.Oil degradation level in 5 mg/L(NO_3-N)group reached as much as 84.3% accompanied with the consistently highest counts of PDB;while in 1 mg/L group oil removal efficiency was only 35.2%,and the numbers of PDB and HB were relatively low compared to the other groups supplemented with nutrients.Although counts of HB in the 10 mg/L group were remarkable,lower counts of PDB resulted in poorer oil removal efficiency (70.5%) compared to 5 mg/L group.Furthermore,it would need more NO_3-N(0.371 mg)to degrade 1 mg diesel oil in the 10 mg/L group than in the 5 mg/L group(0.197 mg).In conclusion, Nitrate concentration in 5 mg/L is superior to 1 and 10 mg/L in the enhancement of diesel oil biodegradation in simulated shorelines.     

红壤稻田系统有机物循环再利用潜力及增产作用

10年田间试验结果表明：红墩妥田系统有机养分循环再利用潜力大，水稻收获，年均从稻田系统中输出NPK的总量最大可达到224.7,53.0和271.4kg/hm^2，有机物循环再利用，年均可归N，P，K量最大分别为115.1,35.8和231.5kg/hm^2，占系统输总量的51.2%,67.5%g和85.3%，保持稻田系统内有机物循环再利用可提高系统生产力，在不施化肥的情况下，增产3056kg/hm^2，增施N肥，增产2753kg/hm^2，增施N，P肥，增产1543kg/hm^2；NPK配合，增产984kg/hm^2；有机物循环再利用还可增强稻田系统的稳产性能，降低稻谷产量的年际变异系数；有机物循环再利用对水稻的增产有着明显的残效叠加作用，在施用N，P，K化肥基础上圾机物养分循环再利用水稻增产率在试验期间的前5年为7．2％，后5年平均为9．4％。     

长江河口近岸水体自然净化作用及其初步评价

按照水体的净化机理，结合长江口和上海滨岸带近岸水体的物理、化学和生物等因素的实际特征，对近岸水体的自然净化作用进行了阐述和分析。并在历史资料和实测资料基础上，就近岸水体的自然净化作用进行了评价。评价结果表明，因长江河口近岸水体存在较强的自然净化作用机制，近岸水体体的自然净化能力较强，环境容量较大，但由于污染物输入量的不断增加，部分岸段近岸水体的环境质量有逐渐下降的趋势；近岸水体的自然净化作用具有明显的季节性变化，长江口南岸水域洪水季节水体的自然净化作用比估水季节强，而杭州湾北岸水域的自然净化作用表现为相反的变化趋势，因此建议在近岸污水排放过程中应考虑近岸水体的净化能力，遵循水体的自然净化作用规律。     

流域水权初始分配机制中的节水激励

目前,永资源短缺的问题普遍存在,如何利用非工程手段解决水资源的供需矛盾开始成为研究的焦点。水权翩度能够对人们的用水行为产生积极的或消极的影响,而水权初始分配机制是水权制度运行的基础,该机制是否能够激励用水者不断地开发应用节水技术以及在更广泛的领域内减少浪费行为,对于有效地控制用水需求,缓解水资源危机具有十分重要的意义。本文通过构建流域水权初始分配机制节水激励模型,考察在以指标法为基础的水权初始分配过程中,流域各地区可以控制并且能够影响水权分配结果的因素,分析其可能进行的行为选择以及对水资源节约的影响。研究结果表明,决策者可以通过平衡选择现状用水量权重．延长水权初始分配份额的有效期,以及对节水工程投资和水利工程投资进行补贴等手段,使水权初始分配机制在长期内发挥节水激励作用．不仅能够提高各地区的经济收益,并且能够缓解水资源的供需矛盾。实现流域的可持续发展。     

模拟酸雨侵蚀环境下普通混凝土腐蚀机理及时效性能研究进展

为深化对酸雨侵蚀环境下混凝土腐蚀机理及时效性能演变机制的认识,论述了酸雨侵蚀作用下混凝土材料腐蚀机理;归纳总结了已有酸雨侵蚀混凝土理论模型;梳理了酸雨单因素作用、酸雨-环境因子耦合作用、酸雨-荷载作用及酸雨-环境因子-荷载作用4种环境下混凝土材料物理力学性能演变过程的最新进展及研究不足,并展望了未来的研究方向与重点。研究结果表明：考虑酸雨离子成分交互作用的酸雨腐蚀混凝土机理尚未清晰,已有酸雨侵蚀混凝土理论模型缺乏扩展性,酸雨侵蚀作用下混凝土时效性能虽取得一定成果,但室内加速试验规范尚未统一,且多忽略了实际混凝土结构承载状态及服役环境的复杂性及时变性,所获混凝土物理力学性能依时变化规律仅适用于特定试验环境,同时由于试验工况单一导致试验数据匮乏,对混凝土-酸雨-环境因子-荷载相互作用机制揭示不足,仍需增设试验工况,扩大试验延度,加强混凝土细观结构演变及微观化学分析,进一步探索酸雨侵蚀混凝土机理,改进混凝土时效性能量化指标及评价体系,完善混凝土-酸雨-环境因子-荷载多场关联下混凝土时效性能研究。     

晋陕蒙甘能源开发区沙棘资源建设开发的生态经济作用

晋陕蒙甘能源开发区基本位于黄河中游粗沙多沙区,水土流失十分严重。在这一区域沙棘的种植实践表明,其改良土壤、保持水土、涵养水源、防风固沙和护路护岸等生态作用十分明显。沙棘各器官的营养价值十分丰富,通过对果、叶、枝等沙棘原料的有序开发,使企业获得了开发利润,农民获得了原料采收等方面的收入,为解决＂三农＂问题与和谐社会建设指明了新的方向。