Social Acceptability of Water Resource Management: A Conceptual Approach and Empirical Findings from Portland,Oregon1

Abstract: Surface water resources in urban areas serve multiple functions ranging from recreation to wildlife habitat. As a result, diverse values influence people’s views about resource protection, potentially leading to conflicting interests. In metropolitan Portland, Oregon, natural resource planning has recently focused on habitat restoration as well as stormwater and pollution mitigation, especially through the protection of riparian areas. Due to opposition over proposed regulations in the study region, this research examines public attitudes about an array of resource management efforts. The primary research question is: what is the extent of positive–negative attitudes about water resource protection, and what theoretical dimensions underlie diverse judgments? After empirical survey results are presented, I outline a conceptual approach for future assessments of environmental attitudes while highlighting important value‐based dimensions of judgments. Although flexible, the framework allows broad comparisons to advance knowledge about the social acceptability of varied water resource management approaches across diverse places and contexts.     

pH-dependent leaching behaviour and other performance properties of cement-treated mixed contaminated soil

Portland cement has been widely used for stabilisation/solidification (S/S) treatment of contaminated soils. However, there is a dearth of literature on pH-dependent leaching of contaminants from cement-treated soils. This study investigates the leachability of Cu, Pb, Ni, Zn and total petroleum hydrocarbons (TPH) from a mixed contaminated soil. A sandy soil was spiked with 3000 mg/kg each of Cd, Cu, Pb, Ni and Zn, and 10,000 mg/kg of diesel, and treated with ordinary Portland cement (CEM I). Four different binder dosages, 5%, 10%, 15% and 20% (m/m) and different water contents ranging from 13%-19% dry weight were used in order to find a safe operating envelope for the treatment process. The pH-dependent leaching behaviour of the treated soil was monitored over an 84-day period using a 3-point acid neutralisation capacity (ANC) test. The monolithic leaching test was also conducted. Geotechnical properties such as unconfined compressive strength (UCS), hydraulic conductivity and porosity were assessed over time. The treated soils recorded lower leachate concentrations of Ni and Zn compared to the untreated soil at the same pH depending on binder dosage. The binder had problems with Pb stabilisation and TPH leachability was independent of pH and binder dosage. The hydraulic conductivity of the mixes was generally of the order, 10^-8 m/sec, while the porosity ranged from 26%-44%. The results of selected performance properties are compared with regulatory limits and the range of operating variables that lead to acceptable performance described.     

Local or global food markets: A comparison of energy use for transport

Abstract

This study compares energy use for food transport to a farmers' market in Sweden with energy use for transport in the conventional food system. The farmers' market was investigated through data sampling from on-site investigations. The conventional food system was studied with the aid of life cycle assessments reported in the literature. Overall, the study found no significant differences in levels of energy use for transport to the farmers' market compared with the conventional food system. For certain products, such as fresh fruits and vegetables, transport-related energy use was much lower in the local system although the season in Sweden for this kind of product is restricted to two or three months at the end of the summer. However, there is considerable potential to increase energy efficiency in local food systems by organizing the selling in new ways and by using more energy efficient vehicles.     

Air pollution protection by waste amorphous SiO2 utilization in Portland cement production

This papers deals with waste amorphous silica obtained from AlF₃ production. This is a waste material that could be used as additive in cement production. Results are encouraging although there are no large quantities of this material available (about 4000 t/yr). Experiments were performed with the addition of 2.5%, 5.0%, 7.5% and 10.0% mass of amorphous silica obtained from AlF₃ production. Flexural and compressive strengths of the prepared mortar samples with w/c = 0.50 and with the constant flow were determined. Experiments show that optimal quantity for the amorphous silica addition is 5% of the cement mass.     

UTILIZING INDUCED RECHARGE FOR REGIONAL AQUIFER MANAGEMENT1

ABSTRACT: The deep aquifers of the Portland Basin are used as a regional water supply by at least six municipalities in Oregon and Washington. Maximum continuous use of the aquifers in 1998 was 13 mgd and peak emergency use was 55 mgd. Continuous use of the deep aquifers at a rate of 55 mgd has been proposed and inchoate water rights have been reserved for expansion of pumping to 121 mgd. A study was completed, using a calibrated ground water flow model, to evaluate the role of induced recharge from the Columbia River in mitigating aquifer drawdown from continuous‐use and expanded pumping scenarios in the center and eastern areas of the basin. The absolute average residual was less than 3.6 feet for steady‐state model calibrations, and less than 8.0 feet for transient calibration to a 42 mgd pumping event in 1987 with 170 feet of drawdown. Continuous use of the aquifers at a rate of 55 mgd is predicted to increase drawdown to 210 feet. Expansion of pumping to 121 mgd in the center basin is predicted to cause 400 feet of drawdown. However, expansion of pumping in the east basin is predicted to result in only 220 feet of drawdown because of induced recharge from the Columbia River.     

镁渣配料煅烧硅酸盐水泥熟料的研究

研究了镁渣矿物组成和镁渣配料煅烧硅酸盐水泥熟料的反应动力在数和物理性能。结果表明：镁渣的主要矿物组成为γ－Ｃ２Ｓ、β－Ｃ２Ｓ、ＭｇＯ、ＣＦ、Ｃ２Ｆ、ＦｅＯ、ＣａＦ２等，并且镁渣可降低熟料形成反应表观活化能，加速熟料矿物的形成，提高熟料的强度。     

Utilization of the waste phosphogypsum for the Portland cement clinker production

This paper presents the results of investigation on the utilization of the phosphogypsum for the Portland cement clinker production. Characterization of the phosphogypsum and raw materials for rotary kilns was performed. Phosphogypsum, in quantities of 1%, 2%, 3% and 5%, was added to raw meal from regular production of rotary kiln and then the homogenization of raw meals and their chemical characterization was done. High temperature DTA and thermo‐microscopic investigations have been performed also. Raw meals without and with the addition of phosphogypsum have been laboratory sintered. Chemical composition of Portland cement clinkers has been defined and potential clinker phase composition has been calculated according to Bogue's formula from the chemical composition. Results are very encouraging regarding the energy consumption and Portland cement clinker quality. Phosphogypsum could be successfully applied as mineralizer in cement production, because with its addition, better composition of Portland cement clinker at the same sintering conditions could be obtained.     

Evaluation of leaching characteristics and environmental compatibility of solidified/stabilized industrial waste

An attempt was made to judge the environmental compatibility, the governing leaching mechanism, and mobility patterns in a waste–cement solidified/stabilized matrix after 21 days of curing. The mixed sludge from a steel pickling facility was stabilized by ordinary Portland cement. Iron was the major leachable metal, along with Pb, Zn, and Mn. To characterize the leaching behavior, the mobility and mechanism of leaching were determined by diffusion leaching tests. In the solidified/stabilized matrix, the mobility of all the elements studied was reduced, and average to low mobility was observed. Values for the negative log of the effective diffusion coefficient of more than 12.5 were obtained for the metals. The dominant leaching mechanisms were surface wash off in the initial stage, followed by diffusion. The environmental performance of the solidified/stabilized product when considered in terms of mass leached over 64 days was found to be satisfactory for consideration for the safe disposal and reuse of waste.     

水化普通硅酸盐水泥吸附水中氟化物的动力学与热力学解析

以水化普通硅酸盐水泥颗粒为除氟吸附剂,对其吸附水中氟化物的动力学和热力学过程进行了解析.结果表明:水化普通硅酸盐水泥对氟化物的吸附平衡时间为192 h,20℃时其吸附容量为14.63 mg/g,4℃时为13.14 mg/g.吸附速率特性与准二级动力学模型拟合性较好且吸附速率由颗粒内部扩散速率控制,吸附行为均满足Langmuir吸附等温式.吸附焓变为16.56 kJ/mol,表明该吸附过程是以化学吸附为主的吸热反应;吸附熵变为正值,说明该吸附过程是熵推动为主的过程;吉布斯自由能在4和20℃时均为负值,说明该吸附反应是一个自发过程.脱附研究与XRD分析结果也证实,该吸附反应以化学吸附过程为主.      

Study of the treatment effectiveness of a solidification/stabilization process for waste bearing heavy metals

The sludge from a steel processing unit bearing zinc, lead, iron, and manganese was solidified with ordinary Portland cement. The waste was stabilized in the specimens with a waste/binder ratio range of 0.16–4.0. On the basis of the available leaching and unconfined compressive strength, the performance of the solidified/stabilized waste was compared for different numbers of curing days. It was found that curing up to 28 days resulted in a performance improvement, as shown by less leaching of heavy metals and the increased unconfined compressive strength of the specimen. The treatment effectiveness of the solidification/stabilization process was assessed for the metals Pb, Zn, Fe, and Mn, and was found to be 89%, 95%, 74%, and 90%, respectively, for an optimum ratio of 4.0 after 28 days of curing.