Response of soil CO2 efflux to precipitation manipulation in a semiarid grassland

Soil CO_2efflux(SCE) is an important component of ecosystem CO_2 exchange and is largely temperature and moisture dependent, providing feedback between C cycling and the climate system. We used a precipitation manipulation experiment to examine the effects of precipitation treatment on SCE and its dependences on soil temperature and moisture in a semiarid grassland. Precipitation manipulation included ambient precipitation, decreased precipitation(- 43%), or increased precipitation(+ 17%). The SCE was measured from July2013 to December 2014, and CO_2 emission during the experimental period was assessed.The response curves of SCE to soil temperature and moisture were analyzed to determine whether the dependence of SCE on soil temperature or moisture varied with precipitation manipulation. The SCE significantly varied seasonally but was not affected by precipitation treatments regardless of season. Increasing precipitation resulted in an upward shift of SCE–temperature response curves and rightward shift of SCE–moisture response curves,while decreasing precipitation resulted in opposite shifts of such response curves. These shifts in the SCE response curves suggested that increasing precipitation strengthened the dependence of SCE on temperature or moisture, and decreasing precipitation weakened such dependences. Such shifts affected the predictions in soil CO_2 emissions for different precipitation treatments. When considering such shifts, decreasing or increasing precipitation resulted in 43 or 75% less change, respectively, in CO_2 emission compared with changes in emissions predicted without considering such shifts. Furthermore, the effects of shifts in SCE response curves on CO_2 emission prediction were greater during the growing than the non-growing season.     

水位调控法恢复富营养化水体沉水植物技术研究——以无锡五里湖为例

利用降低水位后引种水生植物(尤其是沉水植物),然后根据水生植物的成活率与长势,逐步提高水位的水位调控方法,成功地在无锡市五里湖的退渔还湖区域大大地提高了水生植物覆盖度,水生植物的多样性也明显提高。该方法具有操作简单、见效快、成本低廉的特点,值得在类似富营养化水体的生态环境治理中推广应用。     

Na型斜发沸石去除水中铁锰及其再生方法研究

为建立一种简单、有效、应用性强的地下水除铁锰方法,研究了Na型斜发沸石除铁锰及其影响因素并建立了再生方法.研究表明Na型斜发沸石对Fe(Ⅱ)和Mn(Ⅱ)均表现出较强的吸附能力,对Fe(Ⅱ)和Mn(Ⅱ)的最大饱和吸附量分别达4.00 mg/g和3.50 mg/g;且吸附速率快,吸附动力学较好地符合Lagergren一级吸附动力学模型.采用Langmuir吸附等温线能较好描述Bio-F吸附Fe(Ⅱ)(R2=0.981 4)及Mn(Ⅱ)(R2=0.989 9)的过程.该吸附剂在pH6～7范围内可保持90%以上吸附Fe(Ⅱ)和Mn(Ⅱ)的能力.Na型斜发沸石可用15%的NaCl溶液再生,10次再生实验证明其吸附容量可保持100%,研究表明该方法用于高铁锰饮用水处理具有较强的应用价值.     

CuCo2S4/sulfite reaction for efficient removal of tetracycline in water

Water pollution by antibiotics is an increasing concern, which may be addressed by advanced oxidation processes using sulfites as precursors of sulfate radicals (SO₄^·–), yet the efficiency of sulfite activation is limited. Here, we tested copper cobalt sulfide (CuCo₂S₄) to activate sulfite, based on the synergy among transition metals and the facilitation of transition metal redox circulation by reductive sulfur species. We analyzed CuCo₂S₄ structure by X-Ray photoelectron spectroscopy, and we studied the effect of pH and radical scavengers. Results show 90–100% abatement of tetracycline concentration at pH 8.0–10.0, with SO₄^·– and HO^· as the main reactive radicals. This finding is explained by the accelerated redox recycling of copper and cobalt by sulfur, and by the synergetic effect between active cobalt and copper sites.

     

Partial anammox achieved in full scale biofilm process for typical domestic wastewater treatment

• A full scale biofilm process was developed for typical domestic wastewater treatment. • The HRT was 8 h and secondary sedimentation tank was omitted. • Candidatus Brocadia were enriched in the HBR with an abundance of 2.89%. • Anammox enabled a stable ammonium removal of ~15% in the anoxic zone. The slow initiation of anammox for treating typical domestic wastewater and the relatively high footprint of wastewater treatment infrastructures are major concerns for practical wastewater treatment systems. Herein, a 300 m³/d hybrid biofilm reactor (HBR) process was developed and operated with a short hydraulic retention time (HRT) of 8 h. The analysis of the bacterial community demonstrated that anammox were enriched in the anoxic zone of the HBR process. The percentage abundance of Candidatus Brocadia in the total bacterial community of the anoxic zone increased from 0 at Day 1 to 0.33% at Day 130 and then to 2.89% at Day 213. Based upon the activity of anammox bacteria, the removal of ammonia nitrogen (NH₄⁺-N) in the anoxic zone was approximately 15%. This showed that the nitrogen transformation pathway was enhanced in the HBR system through partial anammox process in the anoxic zone. The final effluent contained 12 mg/L chemical oxygen demand (COD), 0.662 mg/L NH₄⁺-N, 7.2 mg/L total nitrogen (TN), and 6 mg/L SS, indicating the effectiveness of the HBR process for treating real domestic wastewater.     

Partial least square modeling of hydrolysis: analyzing the impacts of pH and acetate

Introduction Environm ental and econom ic advantages highlight anaerobic digestion as a sustainable technology for solid w aste treatm ent (Edelm ann etal., 2000). A naerobic digestion could be described as four sequential steps: hydrolysis, acidogenesis, aceto- genesis and m ethanogenesis, am ong w hich the hydrolysis is recognized as the rate-lim iting step for particulate organic w aste (Jain et al., 1992; M ata-A lvarez, 2000). H ydrolysis occurs com m only together w ith the acidogenesi…     

石化企业工程项目承包商HSE监管模式探讨

石化企业工程项目施工作业过程中,潜在着极大的风险.既具有作业面狭窄、高处作业交叉集中、用火用电频繁的一般特征,又兼具大型吊装、火灾爆炸、危险品泄漏等重大危险因素.由于作业中不可预见因素多、管理难度大,一旦HSE管理不到位,极易发生火灾、爆炸、中毒、环境污染等各类事故.根据石化企业以往所发生事故的统计,承包商违章或对承包商管理环节失控所导致的事故占到相当大的比例.因此对承包商进行全过程、系统化的监控管理非常重要.     

内电解-厌氧-好氧工艺处理高浓度糠醛废水

介绍了内电解厌氧好氧工艺处理糠醛生产废水的工程应用。运行结果表明,糠醛废水经处理后,COD的总去除率达到96%以上,出水pH6~9,符合国家《污水综合排放标准》(8978- 1996)中二级排放标准的要求。     

SBR法处理垃圾填埋场新鲜渗滤液的实验研究

采用SBR渐减曝气工艺处理模拟城市生活垃圾填埋场新鲜渗滤液,实验研究了反应器运行条件与出水水质的关系及有机碳的转移规律。研究结果表明新鲜渗滤液经24h曝气处理后,出水COD浓度约为500mg/L,BOD5/COD降为014左右;出水COD浓度与容积负荷无明显相关性;COD去除率与容积负荷呈正比,并在容积负荷为50kgCOD/m3·d时达到最高,约95%;去除的有机碳气相转化率与容积负荷呈正比,在容积负荷为50kgCOD/m3·d时,有机碳气相转化率接近100%;该系统最高容积负荷为50kgCOD/m3·d,相应的污泥浓度(以混合液悬浮性挥发固体(MLVSS)计)为712g/L。     

建筑涂料生产废水的处理技术

采用混凝沉淀-芬顿试剂催化氧化-活性炭吸附工艺对建筑涂料生产废水的处理进行了研究。用硫酸铝作混凝剂,投加量为500mg/L:芬顿试剂法处理的废水pH为6.0,H2O2/COD值为4.0,FeSO4投加量为1540mg/L,氧化反应时间大于4h;活性炭投加量为0.2g/L时,处理后出水COD小于100mg/L。