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Abstracts from Recent Issues: Vol. 32, No. 1, February 2006

Utilization of Coal Fly Ash for the Production of Artifical Aggregates as a Crop Growth Medium With Acidic "Kunigami Mahji" Soils in Okinawa, Japan

Technical Evaluation of Waste Composting Plant

Use of Dust Waste from Grain Storage Facilities for Soil Stabilization and Moisture Retention

Development and Analysis of Wear Resistance Model for Composites of Aluminium Reinforced with Red Mud

Influence of Contaminant Source Node Spacing and Dispersivity on Detection Capability of Groundwater Monitoring Networks

Heavy Metals in Fly Ashes: Potential Impact on Fly Ash Derived Coagulants
 
 

UTILIZATION OF COAL FLY ASH FOR THE PRODUCTION OF ARTIFICIAL AGGREGATES AS A CROP GROWTH MEDIUM WITH ACIDIC “KUNIGAMI MAHJI” SOILS IN OKINAWA-JAPAN

G.Y. Jayasinghe* and Y. Tokashiki
Department of Environmental Science and Technology, Faculty of Agriculture
University of the Ryukyus, 1-Senbaru, Nishihara-Cho, Okinawa (903-0213)
JAPAN
*Telephone: 098-895-8778
Telephone: 090-7585-4996
Fax: 098-895-8734

ABSTRACT

 

The escalating world wide production of coal fly ash and its respective costs of disposing create an urgent need to find potential utilization methods in order to avoid disposal as land fillings. Development of synthetic light weight aggregates (SLWA) with coal fly ash and used paper can be regarded as an unconventional method for ash utilization which is being not much addressed. This study examined the properties of SLWA developed by coal fly ash ,used paper and starch as a binder and their utilization as a soil amendment to improve the crop production in acidic ,low productive `Kunigami Mahji` soils in sub tropical Okinawa, Japan.  
Produced aggregates showed high levels of stability, strength and water holding capacities. . Moreover heavy metal contents in aggregates were analyzed and found to remain well below the permissible level. SLWA, which had the highest aggregate stability and strength (i..e. produced at 20% level of starch application) were used as an amendment to improve the crop production in `Kunigami Mahji` soils. Aggregates were mixed in 6 proportions with `Kunigami Mahji` soils at the percentages of 0 % ( 100 % soil), 10%, 25%, 50%, 75% and 100 % ( 100% SLWA) in a pot experiment. Komatsuna, which is called Japanese mustard spinach (Brassica rapa Var. Pervidis), was used in the experiment. It is evident that aggregate mixing percentage up to 25% with `Kunigami Mahji` soils, was the best mixing percentage which gave the maximum yield . Moreover SLWA addition as a soil amendment significantly enhanced physical and chemical properties of``Kunigami Mahji` soils. Therefore, this study demonstrates that coal fly ash together with used paper can be used to produce synthetic light weight aggregates, which can be utilized to improve the crop production in low productive `Kunigami Mahji `soil as a soil amendment . Moreover this SLWA production can be recommended as an effective alternative method for fly ash disposal.

Keywords: Aggregate stability, Aggregate strength, Coal fly ash, `Kunigami Mahji` soils, Synthetic light weight aggregates (SLWA).

 

TECHNICAL EVALUATION OF WASTE COMPOSTING PLANT

M. El-Hoz, Ph.D.
Department of Civil Engineering
The University of Balamand
P.O. Box 100
NORTH LEBANON
Email: mervat.elhoz@balamand.edu.lb

ABSTRACT

 

The objective of this study is to evaluate the municipal solid waste composting plant which is implemented in Lebanon with a capacity of 300 tons per day of organic material. Samples from the compost produced were analyzed in the laboratory to check for quality assurance where standards for physical properties were set for this composting plant. Based on the results obtained, the moisture content was higher than the required limit. Therefore, review of the bottlenecks of the composting process should be made to improve the quality of the compost. The generated leachate during the fermentation and maturation processes is treated. The technique is based on biological treatment by aeration and physical / chemical treatment by flocculation and coagulation. The results indicate that the effluent quality is not meeting the original design parameters and the treatment process is ineffective. Therefore, a new plan for another process is needed. It can be concluded that composting of municipal solid waste can present more than 50% reduction of the total amount of solid waste generated. Moreover, apart from effecting resource recovery and reduced cost of ultimate disposal, to utilize MSW compost in the country, market-driven standards and regulations should be met.

Keywords: Composting; municipal solid waste; compost quality; marketing compost

 

USE OF DUST WASTE FROM GRAIN STORAGE FACILITIES FOR SOIL STABILIZATION AND MOISTURE RETENTION

Omer Mughieda
Department of Civil Engineering
Phone: +96227201000 x 22126
Fax: +96227095018
Email: mughieda@just.edu.jo

Jamal Abu-Ashour
Department of Biosystems Engineering
Phone: +96227201000 x 22341
Fax: +96227095018
Email: jamals@just.edu.jo

ABSTRACT

 

Large amounts of dust waste are produced during loading and unloading of grains in the grain storage facilities. This powder-like material imposes a serious health hazard to workers as well as to neighboring communities. Reuse of this waste can be a feasible management option. This study investigates two possible uses of this grain dust waste: (1) to enhance the geotechnical properties of expansive soils and (2) increase the capacity of soils to retain moisture. Expansive soils constitute the most costly natural hazard to buildings and civil engineering structures. In order to stabilize these soils, grain dust waste was mixed with two local expansive soils from northern Jordan at different percentages ranging from 0 to 8% by mass. The two soils from Irbid and JUST were classified as CH and MH, respectively, according to the Unified Classification System. The experimental work involved investigating the Atterberg limits, unconfined compressive strength, direct shear strength, standard Proctor density, and swell pressure. The results showed that the dust waste decreased the plasticity index, dry density, and the unconfined compressive strength. It was also found that the swell potential was reduced by up to 58% and the swell pressure was reduced by up to 54% to 75% with the upper range limits corresponding to the Irbid soil. Slow direct shear tests indicated that the stabilizing agent decreased the cohesion intercept while the angle of internal friction was increased by up to 19% to 45%. The findings of this study indicate that the use of grain dust waste is promising as a soil stabilizer and is a viable option of material utilization. The capacity of both soils to retain moisture under suction pressures ranging from 0 to 15 bars was tested in a pressure plate extractor. Moisture retention capacity increased significantly when 4 and 8% of grain dust waste were mixed with these soils at all pressures. Irbid soil had higher moisture retention capacity than JUST soil. The grain dust waste has a potential application for preserving moisture in agricultural soils. The addition of 8% of grain dust waste to soil will not have adverse effects on the quality of the water leaching through the dust waste-soil mixture. Similar pH and EC values were measured in two solutions containing soil-grain dust waste mixture and soil only.

Keywords: Grain dust waste, Expansive soils, stabilization, moisture retention

 

DEVELOPMENT AND ANALYSIS OF WEAR RESISTANCE MODEL FOR COMPOSITES OF ALUMINIUM REINFORCED WITH RED MUD

S.S. MAHAPATRA
Department of Mechanical Engineering
National Institute of Technology, Rourkela-769008, INDIA
Phone: 91-0661-246-2512
Fax: 91-0661-246-1169, 91-0661-246-2999
Email: ssm@nitrkl.ac.in

AMAR PATNAIK
Department of Mechanical Engineering
Gandhi Institute of Engineering & Technology, Gunupur-765022, INDIA
Phone: 009437188085
Email: amar_mtech@rediffmail.com

M.S. KHAN
Department of Mechanical Engineering
National Institute of Technology, Rourkela-769008, INDIA
Phone: 91-0661-246-3529
Email: msk66@rediffmail.com

ABSTRACT

 

The expeditious advancement in the past decades has resulted in the need for new multifunctional materials that possess characteristics not obtainable from any individual materials. Recent studies reveal that metal matrix composites reinforced by SiC and Al2O3 particles, whiskers and soft fibers, have significantly better characteristics such as super wear resistance, high strength and low density than unreinforced materials. However, prohibitive costs and stability of properties pose challenge for the researches in the process of development of composites. To address these issues, composites are being developed using waste materials as reinforcement for effective utilization of industrial wastes.
The present investigation aims to evaluate the wear characteristics of Al alloy composites reinforced with red mud in different volume percentage using Taguchi method. A pin-on-disc wear testing machine was used to evaluate the wear rate. In order to identify important factors that accelerate wear rate, an experimental design based on L27 orthogonal array is used. The response is transformed to signal to noise (S/N) ratio for smaller is better condition and analysis of variance is employed to interpret the results. The experimental results show that applied load, sliding distance and interaction between applied load and sliding distance have major contribution of wear rate. But few other interactions like reinforcement size and applied load and reinforcement size and sliding distance does not exhibit any significant effect on wear rate. Finally, a predictive model for wear rate of composites is developed. The confirmation experiment results in a good agreement between the predicted and actual wear resistance.

Keywords: Metal Matrix Composite; Red Mud; Taguchi Method

 

INFLUENCE OF CONTAMINANT SOURCE NODE SPACING AND DISPERSIVITY ON DETECTION CAPABILITY OF GROUNDWATER MONITORING NETWORKS

Paul F. Hudak
Department of Geography, University of North Texas
P.O. Box 305279
Denton, TX 76203-5279
Telephone: (940) 565-4312
Email: hudak@unt.edu

ABSTRACT

 

Effects of contaminant source node spacing and dispersivity on the detection capability of groundwater monitoring networks were evaluated. The analysis considered five-, seven-, and nine-well networks near a rectangular landfill located 100 m from a buffer zone boundary, a distance limit within which contaminants should be detected. Various combinations of source node spacing, longitudinal and transverse dispersivity, and contaminant source width were input to a computer model, which computed the detection capability of groundwater monitoring networks. Varying contaminant source node spacing from 1 to 10 m had little effect on the capability of monitoring networks to detect contaminants released from the landfill. Similarly, over a range of 0.2 to 10 m, longitudinal dispersivity had little effect on the detection efficiency of any monitoring network. By contrast, changing transverse dispersivity had considerable effect on detection capability of monitoring networks. For a longitudinal dispersivity and contaminant source width of 1 m, increasing transverse dispersivity from 0.1 to 0.2 m increased detection efficiency by 8 to 20%. This study suggests that transverse dispersivity should be carefully evaluated for site specific-conditions, and groundwater monitoring strategies should emphasize uncertainty in this parameter.

Keywords: Landfill, groundwater monitoring, source node, dispersivity

 

HEAVY METALS IN FLY ASHES: POTENTIAL IMPACT ON FLY ASH DERIVED COAGULANTS

Maohong Fan, Robert C. Brown & Yonghui Shia
Center for Sustainable Environmental Technologies, Iowa State University

J(Hans) van Leeuwen
Department of Civil, Construction and Environmental Engineering, Iowa State University


Ames, Iowa, 50011 USA

ABSTRACT

 

This research analyzed the distribution of fifteen trace elements from thirty-two fly ash samples collected from four countries. The inductively coupled plasma/ mass spectrometry analyses of acid extracts show that concentrations of heavy metals in fly ashes vary from one country and power plant to another. Coagulants produced from these fly ashes need to be analyzed and tested to prevent levels of heavy metals that are higher than desirable in wastewaters treated with these.

Keywords: Coal; Fly ash; Trace Elements; Contaminants

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