Evaluation and Lessons Learned From Full Scale Water Recovery and Reuse Project at a Food Manufacturing Plant

2012 ◽  
Vol 2012 (15) ◽  
pp. 1697-1710
Author(s):  
Mohammad R. Haghighipodeh ◽  
Al Goodman
Author(s):  
R. Sarunac

Following National Transportation Safety Board (NTSB) recommendations and directions from early 1996, the Washington Metropolitan Transit Authority (WMATA) has worked to provide the latest crashworthiness and passenger safety requirements for its new car procurements. Taking advantage of recent developments in the field of vehicle crashworthiness, new technical requirements were developed and implemented for the 5000 and 6000 series vehicles. To date, WMATA is the first transit authority in the U.S. to require a dynamic sled test per the APTA SS-C&S-016-SS Standard, and the second (after the New York City Transit Authority) to run full-scale vehicle crash tests. Previously, the strength-based philosophy was used to ensure some level of rail vehicle crashworthiness. However, WMATA is now implementing a strength-based crashworthiness approach, augmented with “energy-based” requirements. Should a collision occur, the Authority’s ultimate goal is to reduce passenger deceleration rates during a collision, while at the same time controlling the absorption of collision energy in a manner that minimizes loss of space in the occupied volume of the vehicle. The passenger survivability measure using maximum acceleration has been supplemented by introducing the duration of the acceleration as an additional criteria following the Head Injury Criteria (HIC) and Abbreviated Injury Scale (AIS) approaches developed for the automotive industry. WMATA’s crashworthiness requirements now include sustaining a hard coupling without any damage to the body or coupler (except emergency release), and head-on collision of two eight-car trains with specified passenger loads (one train stationary with brakes applied) with no permanent deformation of the passenger compartment and with the acceleration, level and duration not to exceed the specified HIC. The implementation of an “energy-based” crashworthiness approach was divided into several logical steps/stages. During the design process, several modifications were introduced to optimize crashworthiness and to ensure structural compatibility with the existing fleet. The design was verified by implementing full-scale testing, and potential passenger injuries were assessed by using instrumented anthropomorphic test devices (ATDs), and measuring the forces and accelerations acting on these ATDs during the test.


2014 ◽  
Vol 20 (2) ◽  
pp. 163-181 ◽  
Author(s):  
Grzegorz Stefan Bankosz ◽  
John Kerins

Purpose – The purpose of this paper is to develop a prototype system to demonstrate the potential benefits of deploying mobile technology to enhance asset maintenance processes in a small food manufacturing plant. Design/methodology/approach – Design, development and deployment of a solution using open-source resources aimed at demonstrating improved asset maintenance functionality to principal stakeholders in a food manufacturing plant. Findings – The development of a prototype system supporting user interaction via a mobile phone demonstrates the potential benefits of more flexible data capture and improved information management which offer clear advantages over the limitations imposed by a stand-alone terminal. Research limitations/implications – The solution was developed as a prototype. In this respect it serves to illustrate system benefits but more work is needed to extend system functionality. Practical implications – Issues concerning data security and questions surrounding a suitable deployment platform would need to be addressed in deploying this technology. Originality/value – The research demonstrates that mobile technology can successfully be utilised to enhance asset maintenance in a small manufacturing plant by improving data capture and information management. These initiatives are likely to be of interest to other SMEs seeking to enhance asset maintenance processes.


2013 ◽  
Vol 8 (2) ◽  
pp. 275-285 ◽  
Author(s):  
G. D. Wetterau ◽  
R. B. Chalmers ◽  
P. Liu ◽  
W. Pearce

While indirect potable reuse (IPR) has been used in southern California (USA) since the 1970s, the commissioning of the 265-megalitre-per-day Groundwater Replenishment System (GWRS) in Orange County (California) showed the region's commitment to utilizing reuse as a major source of potable water augmentation. The treatment process used at GWRS has become the benchmark on which California regulations were based and which other IPR facilities are measured against. As the cities of Los Angeles and San Diego move forward with their own IPR programs, they have commissioned pilot-scale and demonstration-scale projects to build on the lessons learned at the GWRS and to aid in developing future projects that are efficient, effective, and publicly supported. This paper will discuss the technical approaches being evaluated in these projects and the lessons learned in the operation of the existing full-scale facilities.


Author(s):  
Dylan Christenson ◽  
Audra Morse ◽  
William A. Jackson ◽  
Karen Pickering ◽  
Daniel J. Barta

2009 ◽  
Vol 33 (4) ◽  
pp. 65-74 ◽  
Author(s):  
S. Atamturktur ◽  
A. Pavic ◽  
P. Reynolds ◽  
T. Boothby

2004 ◽  
Vol 4 (2) ◽  
pp. 47-54 ◽  
Author(s):  
W.A.M. Hijnen ◽  
G.J. Medema ◽  
D. van der Kooij

The elimination of thermotolerant coliforms (Coli44) and spores of sulphite-reducing clostridia (SSRC) in full-scale water treatment was determined by large volume sampling. The objective was to determine the elimination capacity of full-scale treatment processes for micro-organisms, both vegetative bacteria and bacterial spores. In two short-periods in winter and summer, information was collected about the elimination of Coli44 and SSRC by the overall treatment, the contribution of the unit processes and the variability in elimination. Coli44 concentrations in the source waters were reduced by 3.2 to 6.3 log to an average concentration sufficiently low to achieve more than 99% compliance with the drinking water standard. The elimination of SSRC was lower (1.4 to 4.2) and SSRC were observed occasionally (>1%) in finished water by the routine weekly sampling of 100 ml samples. The study also yielded much information about the elimination efficacy of unit processes at the different locations, which enables process optimization and improved process control. Moreover, it is demonstrated that this quantitative information on removal of indicator bacteria by full-scale treatment systems can be used as input for quantitative microbial risk assessment. Further research will be focussed on comparative studies on the removal of faecal indicators and pathogens by unit processes and the improvement of the enumeration methods of pathogens in the source water (recovery efficiencies, specificity).


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