Particulate Soil Removal in Multiple Bath Systems

1965 ◽  
Vol 35 (5) ◽  
pp. 474-476 ◽  
Author(s):  
Brant A. Short
1976 ◽  
Vol 46 (6) ◽  
pp. 459-462 ◽  
Author(s):  
Hans Schott

The simplest expressions for the rate of removal of particulate soil from fabrics, including those for first-order kinetics, are described. Two factors militate against obtaining proportionality constants between a time function and a residual soil function which remain constant for long washing times, namely: redeposition, and heterogeneities in soil and fabric. Soil redeposition tends to lower the observed soil-removal rate. This effect can be eliminated by suitable experimental procedures. However, the inhomogeneities inherent in fabrics (fiber surface irregularities, variation in spaces between fibers and yarns) cause them to have sorption sites with a broad range of soil binding strengths. Variations in the size and shape of particles on artificial test fabrics and, for natural soil, in chemical composition as well, cause the particles to adhere to fabric substrates with bonds of different strengths. These heterogeneities produce a broad range of specific soil-removal rates whose values depend on the energies of adhesion of the particle-fabric complex. The most loosely held soil, with the highest removal rate constants, is washed off early so that the soil remaining on the fabric becomes progressively richer in the most tightly bound soil, with the smallest removal rate constants. Hence the average or observed rate constant for soil removal decreases during the washing process.


2012 ◽  
Vol 15 (6) ◽  
pp. 663-677 ◽  
Author(s):  
Sureeporn Rojvoranun ◽  
Sumaeth Chavadej ◽  
John F. Scamehorn ◽  
David A. Sabatini

2011 ◽  
Vol 15 (3) ◽  
pp. 277-289 ◽  
Author(s):  
Sureeporn Rojvoranun ◽  
Chairat Chadavipoo ◽  
Wikanda Pengjun ◽  
Sumaeth Chavadej ◽  
John F. Scamehorn ◽  
...  

2017 ◽  
Vol 20 (4) ◽  
pp. 815-830 ◽  
Author(s):  
Jarussri Chanwattanakit ◽  
John F. Scamehorn ◽  
David A. Sabatini ◽  
Sumaeth Chavadej

2017 ◽  
Vol 1 (2) ◽  
pp. 75
Author(s):  
Budi Setiawan ◽  
Hermanto Hermanto

The Embung Bengawan Project in Tarakan City has several jobs requiring heavy equipment including mechanical soil removal activities. Activity of mechanical soil movement is a series in work of loading and transportation equipment. In order to achieve optimal mechanical soil removal targets, it is necessary to know the performance of the machine during the mechanical soil removal process. The optimization of production is the way to obtain production that is in accordance with optimal conditions of mechanical devices. This paper discusses the optimization of dump truck queue time and the number of dump trucks. Performance calculation tool using the method of production capacity of the tool, and calculate the optimal queue using the Queue Model method. Calculation using queuing model method obtained by result of time required by 3 excavator unit and with combined amount of dump truck will give result of cost equal to Rp 48,097,711 / day, and dump truck waiting time in queue to 1 minute. Then the optimal time is obtained by operating 3 units of excavators with a cost difference of Rp 3,572,826 / day from the real condition of the field that operates 2 excavator units


Author(s):  
Roman Murcek ◽  
Joachim Hölzel ◽  
Hannes Köhler ◽  
André Boye ◽  
Max Hesse ◽  
...  

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