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A coupled simulation-optimization with reanalysis-based short-term weather forecasts from a regional climate model (RCM) is proposed to optimize an irrigation scheduling problem. Using different physical configurations of the climate extension of a weather research and forecasting model (CWRF) that is driven by national atmospheric model project reanalysis data, five ensemble outlooks of 15 consecutive daily forecasts have been generated during five different crop-growing seasons. Six daily climatic variables are forecasted, namely, rainfall, minimum temperature, maximum temperature, humidity, wind speed, and solar radiation. To correct the forecasts for any inherent bias, the quantile mapping method is applied to all six daily climatic variables. After bias correction, a skill assessment of the reanalysis-based RCM forecasts indicate that only the first three climatic variables are predicted with reliable accuracy; thus, average climatic means are used to replace the remaining three variables (humidity, wind speed, and solar radiation). The framework is applied to the Havana Lowlands region, Illinois, as a case study, and the value of forecasts is assessed against two baseline scenarios: no-rain forecast (a pessimistic case) and average climatology (a normal case). Using reanalysis-based RCM forecasts to guide farmers' irrigation decisions could yield about 1-3% in expected profit gain and 4-6% in water reduction when compared to the no-rain forecast scenario, and 1-6% in expected profit gain when compared to the average climatology scenario. This study is a first preliminary attempt to use an ensemble of weather simulations in the optimization of irrigation scheduling, and the developed framework can be used to incorporate operational forecasting once the reanalysis boundary is replaced by global weather forecasts. [ABSTRACT FROM AUTHOR]

This paper presents the results of a study that incorporates computer simulations in teaching linear scheduling concepts and techniques, in a civil engineering course, 'Construction Planning and Scheduling.' The effect of the use of computer simulations in the course shows that the students who were taught with simulation gained a better understanding of linear scheduling concepts and techniques than those students taught without simulation. The data and analysis leading to this finding are presented and discussed in this paper. Two groups of students were considered in this research: (1) civil engineering students from the Department of Civil and Coastal Engineering at the University of Florida and (2) civil engineering students from the Department of Civil Engineering at the University of Chile. Each group was randomly separated into two subgroups: one subgroup was taught by using the traditional method of linear scheduling (without the use of computer simulation) and the other subgroup was taught by using simulations. At the end of the teaching period, the students in both subgroups answered an objective test-type questionnaire specifically designed to address their understanding of linear scheduling techniques. They were also required, in a more subjective way, to provide their evaluation of the teaching method involved. To assess the effect of incorporating computer simulation in teaching linear scheduling, the students' evaluations and answers to the questionnaire were statistically compared. The analysis of the responses showed significant differences between the students' understanding of the subject by using the two teaching methods, with the use of computer simulation shown to be a more effective teaching tool for linear scheduling techniques. [ABSTRACT FROM AUTHOR]

This paper describes the results of research on alternative project delivery methods in transit projects in the United States. The research, sponsored by the Transit Cooperative Research Program, aimed to identify those factors that drive the decision in the choice of project delivery method. A rigorous case study analysis based on on-site structured interviews with the directors of several transit projects was used to identify decision drivers and the rationale behind the delivery method selection decision in transit agencies. The nine case studies conducted in this research represent a cross section of delivery methods, including design-bid-build/multiprime, construction manager-at-risk, design/build, and design/build-operate-maintain. The interviewees agreed that the use of alternative delivery methods have resulted in savings in schedule and cost for transit agencies. The research also found that achieving aggressive schedule compression is the most influential factor when selecting alternative delivery methods. Also, implementation of a formal risk analysis as part of the project development process appears to improve the project's chances of meeting budget and schedule objectives. [ABSTRACT FROM AUTHOR]

Water is the lifeblood of the American West and the foundation of its economy, but it remains its scarcest resource. The explosive population growth in western United States, the emerging additional need for water for environmental uses, and the national importance of the domestic food production are driving major conflicts between these competing water uses. The case of the Middle Rio Grande illustrates the problem very well. The river is the ecological backbone of the Chihuahuan Desert region in the western United States, and supports its dynamic and diverse ecology, including the fish and wildlife habitat. The Rio Grande Silvery Minnow is federally listed as an endangered species, and the irrigated agriculture in the Middle Rio Grande has come under increasing pressure to reduce its water consumption and maintain the desired level of service to its water users. This paper will present the writers ongoing research on options to make irrigation system operations more efficient in the Middle Rio Grande Conservancy District (MRGCD). Specifically, it will describe formulation and implementation of a decision support system (DSS) that can assist the MRGCD managers to more efficiently plan and implement their water delivery operations, thereby reducing river diversions. The MRGCD DSS uses linear programming to find an optimum water delivery schedule for canal service areas in the MRGCD irrigation system. The computer model is presently formulated along with the related data sets for two of the four divisions in the MRGCD. For the past 3 years, the model has been validated in the field and the evaluation indicates that the model recommendations are realistic and represent current management practices. The future plans are to complete the data files for the irrigation networks in the remaining two divisions and concurrently help the MRGCD implement the DSS to guide water delivery operation. [ABSTRACT FROM AUTHOR]

Repair and maintenance of existing distribution lines is an increasing concern for water utilities. While pipe lining activities are effective and generally less expensive than complete replacement, they still represent considerable time and expense. This study provides guidance on the best practices to minimize the amount of time that customers are without water service, must endure restricted service, or are served by less secure networks due to pipe lining activities. Nine utilities provided benchmarking data to identify efficient operations. Statistical analysis indicates that minor changes to task sequencing and materials may improve efficiencies by several hours to several days. However, in order to obtain a rapid lining operation, utilities must promote extensive changes to pipe lining philosophy and to the disinfectant approach. While a rapid disinfectant approach (less than 24 h) is not typically adopted by United States utilities, preliminary testing indicates that addressing the newly lined pipe with “main break” disinfection procedures can achieve satisfactory results at a significantly reduced time. [ABSTRACT FROM AUTHOR]

The construction space scheduling problem has received relatively little attention from researchers and practitioners. We now have sophisticated methods of planning and analyzing the sequence of tasks within the work breakdown structure through time, but the problem of planning where on site those tasks are to be executed is not well-supported especially as those spaces are dynamic as the project progresses. We know that congestion on site reduces output and generates hazards, yet construction planners presently have to rely upon experience and intuition. The research reported here presents a decision support tool for construction project planners to help them address the space scheduling problem. After a review of recent developments in construction space scheduling, the concept of critical space analysis is presented. This forms the basis of decision support tools presented for marking up available space, allocating tasks to spaces, and analyzing and optimizing space loading in relation to the critical path—what we call space-time broking. Requirements capture and evaluation reports from construction planners suggest that the tools presented here have immediate practical relevance. The paper will, therefore, be of interest to both practitioners and researchers. [ABSTRACT FROM AUTHOR]

Contractors are required by the Michigan Department of Transportation (MDOT) to submit a progress schedule identifying the controlling path of activities for a construction project. During the 2000 construction season, MDOT allowed contractors to submit a progress schedule with overlapping or concurrent controlling operations. Prior to this, only one activity at a time could be controlling on the progress schedule. This paper reports on the results of a research project where the focus was to examine the accuracy of the progress schedules, which only list controlling items. Eight construction projects were studied and a determination of progress schedule accuracy was made. This was done to determine if there was an increase in accuracy of the schedules when concurrent controlling operations were used. Included in the eight projects were four without concurrent controlling activities and four with concurrent controlling activities. A comparison based upon similar projects with and without concurrent activities was made. Additionally, 22 projects were analyzed, all without concurrent controlling activities, to determine the accuracy of progress schedules for two types of projects. The comparison revealed that, in three of the four cases, the accuracy of progress schedules increased with the allowance of concurrent controlling activities. The 22 projects revealed that the accuracy of progress schedules varied considerably. It was also determined that contractors overestimated the duration of activities included in progress schedules. [ABSTRACT FROM AUTHOR]