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991.
Mannino I Franco D Piccioni E Favero L Mattiuzzo E Zanetto G 《Environmental management》2008,41(1):118-129
A cost-effectiveness analysis was performed to evaluate the competitiveness of seminatural Free Water Surface (FWS) wetlands
compared to traditional wastewater-treatment plants. Six scenarios of the service costs of three FWS wetlands and three different
wastewater-treatment plants based on active sludge processes were compared. The six scenarios were all equally effective in
their wastewater-treatment capacity. The service costs were estimated using real accounting data from an experimental wetland
and by means of a market survey. Some assumptions had to be made to perform the analysis. A reference wastewater situation
was established to solve the problem of the different levels of dilution that characterize the inflow water of the different
systems; the land purchase cost was excluded from the analysis, considering the use of public land as shared social services,
and an equal life span for both seminatural and traditional wastewater-treatment plants was set. The results suggest that
seminatural systems are competitive with traditional biotechnological systems, with an average service cost improvement of
2.1-fold to 8-fold, according to the specific solution and discount rate. The main improvement factor was the lower maintenance
cost of the seminatural systems, due to the self-regulating, low artificial energy inputs and the absence of waste to be disposed.
In this work, only the waste-treatment capacity of wetlands was considered as a parameter for the economic competitiveness
analysis. Other goods/services and environmental benefits provided by FWS wetlands were not considered.
相似文献
Daniel FrancoEmail: |
992.
Wet weather impact on trihalomethane formation potential in tributaries to drinking water reservoirs
During rain storm events, land surface runoff and resuspension of bottom sediments cause an increase in Trihalomethane (THM)
precursors in rivers. These precursors, when chlorinated at water treatment facilities will lead to the formation of THMs
and hence impact drinking water resources. In order to evaluate the wet weather impact on the potential formation of THMs,
river samples were collected before, during and after three rain storms ranging from 15.2 to 24.9 mm precipitation. The samples
were tested for THM formation potential and other indicators including UV254 absorbance, turbidity and volatile suspended
solid (VSS). Average levels of THMs increased from 61 μg/l during dry weather to 131 μg/l during wet weather, and then went
back to 81 μg/l after rain ended. Wet weather values of THM are well above the maximum contaminant level (MCL) 80 μg/l, set
by EPA for drinking water. THM indicators also exhibited similar trends. Average levels increased from 0.6 to 1.8 abs; 2.6
to 6 ntu; and 7.5 to 15 mg/l respectively for UV254, turbidity and VSS. A positive correlation was observed between THM formation
and THM indicators. The t-test of significance (p-value) was less than 0.05 for all indicators, and R values ranged from 0.85 to 0.92 between THMs and the indicators, and 0.72 to 0.9 among indicators themselves. 相似文献
993.
典型铬渣简易掩埋场铬渣及土壤铬污染特征和处置分析 总被引:7,自引:1,他引:6
通过钻孔采样分析,研究了典型铬渣简易掩埋场地下铬渣及土壤铬中Cr6 、总Cr的分布特征和污染状况,结果表明,铬渣简易掩埋场铬污染程度严重,引起了周边和地下深部较大面积的土壤污染,深度达到了地下的基岩.铬含量在土壤层剖面中分布呈现规律性变化,即随土壤深度增加,Cr6 、总Cr含量逐渐下降,但绝大多数超过了危险废物毒性鉴别标准.从铬污染程度上看,总体上存在铬渣>土壤>人工填土.在此基础上,提出了铬渣及污染土壤的处置方式,为铬渣污染治理和资源化利用提供科学依据. 相似文献
994.
Wiessner A Kuschk P Jechorek M Seidel H Kästner M 《Environmental pollution (Barking, Essex : 1987)》2008,155(1):125-131
Sulphur cycling and its correlation to removal processes under dynamic redox conditions in the rhizosphere of helophytes in treatment wetlands are poorly understood. Therefore, long-term experiments were performed in laboratory-scale constructed wetlands treating artificial domestic wastewater in order to investigate the dynamics of sulphur compounds, the responses of plants and nitrifying microorganisms under carbon surplus conditions, and the generation of methane. For carbon surplus conditions (carbon:sulphate of 2.8:1) sulphate reduction happened but was repressed, in contrast to unplanted filters mentioned in literature. Doubling the carbon load caused stable and efficient sulphate reduction, rising of pH, increasing enrichment of S(2-) and S(0) in pore water, and finally plant death and inhibition of nitrification by sulphide toxicity. The data show a clear correlation of the occurrence of reduced S-species with decreasing C and N removal performance and plant viability in the experimental constructed wetlands. 相似文献
995.
Heavy metals in untreated/treated urban effluent and sludge from a biological wastewater treatment plant 总被引:1,自引:0,他引:1
Oliveira Ada S Bocio A Trevilato TM Takayanagui AM Domingo JL Segura-Muñoz SI 《Environmental science and pollution research international》2007,14(7):483-489
Background, Aim and Scope
The presence of heavy metals in wastewater is one of the main causes of water and soil pollution. The aim of the present study was to investigate the removal of Cd, Cu, Pb, Hg, Mn, Cr and Zn in urban effluent by a biological wastewater treatment, as well as to quantify the levels of As, Be, Cd, Cr, Cu, Fe, Hg, Mn, Ni, Pb, Sn, Tl, V and Zn in dewatering sludge from the Biological Wastewater Treatment Plant to Ribeirão Preto (RP-BWTP), Brazil.Materials and Methods
Concentrations of Cd, Cr, Cu, Mn and Pb in wastewater and those of Ni in sludge were determined by atomic absorption spectrophotometry with graphite furnace atomization. Mercury concentrations in wastewater were measured by hydride generation atomic spectrophotometry, and Zn levels were determined by atomic absorption spectrophotometry using acetylene flame. In sludge, the levels of As, Be, Cd, Cr, Cu, Fe, Hg, Mn, Pb, Sn, Tl, V and Zn were determined by inductively coupled plasma-mass spectrometry.Results
The percentages of removal efficiency (RE) were the following: Hg 61.5%, Cd 60.0%, Zn 44.9%, Cu 44.2%, PB 39.7%, Cr 16,5% and Mn 10.4%. In turn, the mean concentrations (mg/kg) of metals in dewatering sludge followed this increasing order: Tl (<0.03), Hg (0.31), Be (0.43), As (1.14), Cd (1.34), V (59.2), Pb (132.1), Sn (166.1), Cr (195.0), Mn (208.1), Ni (239.4), Cu (391.7), Zn (864.4) and Fe (20537).Discussion
The relationship between metal levels in untreated wastewater, as well as the removal efficiency are in agreement with previous data from various investigators, It is important to note that metal removal efficiency is not only affected by metal ion species and concentration, but also by other conditions such as operating parameters, physical, chemical, and biological factors.Conclusions
Metal values recorded for treated wastewater and sludge were within the maximum permitted levels established by the Environmental Sanitation Company (CETESB), São Paulo, Brazil.Recommendations
There is an urgent need for the authorities who are responsible for legislation on sludge uses in agriculture of establishing safety levels for As, Be, Hg, Sn, Tl and V.Perspectives
According to the current metal levels, RP-BWTP sludge might be used for agriculture purposes. However, for an environmentally safe use of sewage sludge, further studies including systematic monitoring are recommended. Annual metal concentrations and predicted variations of those elements in the sludge should be monitored.996.
998.
Dust explosion venting experiments were performed using a 20-L spherical chamber at elevated static activation overpressures larger than 1 bar. Lycopodium dust samples with mean diameter of 70 μm and electric igniters with 0.5 KJ ignition energy were used in the experiments. Explosion overpressures in the chamber and flame appearances near the vent were recorded simultaneously. The results indicated that the flame appeared as the under-expanded free jet with shock diamonds, when the overpressure in the chamber was larger than the critical pressure during the venting process. The flame appeared as the normal constant-pressure combustion when the pressure venting process finished. Three types of venting processes were concluded in the experiments: no secondary flame and no secondary explosion, secondary flame, secondary explosion. The occurrence of the secondary explosions near the vent was related to the vent diameter and the static activation overpressure. Larger diameters and lower static activation overpressures were beneficial to the occurrence of the secondary explosions. In current experiments, the secondary explosions only occurred at the following combinations of the vent diameter and the static activation overpressure: 40 mm and 1.2 bar, 60 mm and 1.2 bar, 60 mm and 1.8 bar. 相似文献
999.
1000.
从皮革铬鞣、复鞣污泥等处分离、纯化出4株菌株TP、XB、MY和TQ,采用海藻酸钠悬滴法并添加膨润土制成微生物固定化吸附剂,研究该吸附剂对低质量浓度Cr3+的吸附特性。结果表明,4种固定化颗粒对低质量浓度Cr3+有较好的吸附作用。实验室条件下,当吸附温度为30℃时,6 h后固定化吸附剂进入缓慢吸附和平衡吸附阶段。吸附等温曲线拟合研究表明,不同温度下吸附剂适合不同的等温模型。4种微生物吸附剂均与Lagrange拟二级动力学模型拟合最佳,且吸附量从高到低为TQ、TP、XB、MY。颗粒内扩散模型研究表明,20℃下XB和MY对Cr3+的吸附分为快速吸附和缓慢吸附阶段;30℃和40℃下固定化颗粒均呈现表面吸附—缓慢吸附—平衡吸附过程。热力学研究表明,吸附反应均属于自发进行的吸热过程,并且均是化学吸附。 相似文献