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Building estimating

From these formulae for the concentrations in the cloud in the canyon and above buildings, estimates can be derived for the concentration in side streets downwind. Where the side streets are quite short and extend over a distance of order 5 - 10H, matter from the source is advected along the side street and concentration is approximately equal to that in the main street where the accident occurs (in the direction of the wind). But for x > 10/7, matter from the source mainly reaches side streets by being diffused downwards, so that the concentration is approximately equal to the value at the level z = H (given by (2.26), (2.27)). [Pg.65]

Additional engineering is used to remove factored values from the estimate by developing sufficient detail to allow the factored values to be replaced with estimated quantities and unit prices. Equipment purchases will be updated to reflect the input of quotations received for the equipment. The building details will be improved as well. The area sizes and layout will be finned up. The building estimate will be improved in the same manner, since it will now be based on takeoff quantities. The building room sizes will be given a first level confirmation. [Pg.776]

Sterner E (2002) Green procurement of buildings Estimation of life-cycle cost and environmental impact. Doctoral dissertation thesis. Department of Mining Engineering, LuleXa University of Technology... [Pg.757]

One of the most common measures of road safety is road mortality rate, a demographically normalised way of measuring road safety (Hollo et al., 2010). It can be used to build estimation models and forecast road deaths, assess road safety and the effectiveness of treatment. The rate differs significantly from country to country. [Pg.101]

Analytical models using classical reservoir engineering techniques such as material balance, aquifer modelling and displacement calculations can be used in combination with field and laboratory data to estimate recovery factors for specific situations. These methods are most applicable when there is limited data, time and resources, and would be sufficient for most exploration and early appraisal decisions. However, when the development planning stage is reached, it is becoming common practice to build a reservoir simulation model, which allows more sensitivities to be considered in a shorter time frame. The typical sorts of questions addressed by reservoir simulations are listed in Section 8.5. [Pg.207]

In a similar vein, mean seawater temperatures can be estimated from the ratio of 0 to 0 in limestone. The latter rock is composed of calcium carbonate, laid down from shells of countless small sea creatures as they die and fall to the bottom of the ocean. The ratio of the oxygen isotopes locked up as carbon dioxide varies with the temperature of sea water. Any organisms building shells will fix the ratio in the calcium carbonate of their shells. As the limestone deposits form, the layers represent a chronological description of the mean sea temperature. To assess mean sea temperatures from thousands or millions of years ago, it is necessary only to measure accurately the ratio and use a precalibrated graph that relates temperatures to isotope ratios in sea water. [Pg.351]

A key factor in obtaining binding support for aquaculture is development of a sound business plan. The plan needs to demonstrate that the prospective culturist has identified all costs associated with estabhshment of the faciUty and its day-to-day operation. One or more suitable sites should have been identified and the species to be cultured selected before the business plan is submitted. Cost estimates should be verifiable. Having actual bids for a specific task at a specific location eg, pond constmction, well drilling, building constmction, and vehicle costs helps strengthen the business plan. [Pg.12]

Each year, Americans report over three million fires leading to 29,000 injuries and 4,500 deaths (1). The direct property losses exceed 8 biUion (1) and the total annual cost to our society has been estimated at over 100 biUion (2). Personal losses occur mosdy in residences where furniture, wall coverings, and clothes are frequently the fuel. Large financial losses occur in commercial stmctures such as office buildings and warehouses. Fires also occur in airplanes, buses, and trains. [Pg.451]

Chemprox (Oxysynthese) is considering building a20 x 10 t/yr plant at Pordand, Oreg. or Tacoma, Wash. Estimated start-up in 1995 or 1996. [Pg.479]

A trend ia the utihty of isophorone is as an important iadustrial building block. Foremost among these developments has been the use of isophorone as a raw material, and isophorone diisocyanate [2855-13-2] (IPDl), for the production of the light-stable polyurethane. The U.S. market for IPDl-based products was 31 million ia 1989, and is estimated to grow to 53 million ia 1994 (230). [Pg.495]

Cost and Value of Plutonium. The cost of building all U.S. nuclear weapons has been estimated as 378 biUion in 1995 dollars (24). If half of this sum is attributed to U.S. weapons-grade plutonium production (- lOOt), the cost is 1.9 x 10 /kg of weapons-grade Pu. Some nuclear weapons materials (Be, enriched U, Pu) also have value as a clandestine or terrorist commodity. The economic value of reactor-grade plutonium as a fuel for electric power-producing reactors has depended in the past on the economic value of pure 235u... [Pg.193]

This article discusses traditional hull ding and construction products, ie, not made from synthetic polymers (see Building materials, plastic), including wood, asphalt, gypsum, glass products, Pordand cement, and bricks. The article presents information about each basic material, the products made from it, the basic processes by which the products or materials are produced, estimates of the quantity or doUar value of the quantities produced or used in the United States, and some pertinent chemical or physical properties related to the material. More detailed chemical and physical property data can be found in articles devoted to the individual materials (see Asphalt Cement Glass Wood). [Pg.317]

Production figures are not pubHshed by these producers, so precise production amounts are not available however, it is roughly estimated that global production in 1989—1990 was 500,000—600,000 t/yr. Approximately 90% of this aHyl chloride production is used captively to synthesize epichlorohydrin. The remainder is sold on the merchant market with bulk Hst U.S. prices in 1989—1990 of 1.63/kg. Some of the producers Hsted above and several additional companies have announced their intentions to expand or build aHyl chloride capacity. [Pg.34]

The unit cost approach is widely used for quick estimates of the capital cost of utiUties, waste treatment faciUties, and buildings, where data in /kW, /t of waste, /m, etc, are available. [Pg.443]

The vertices are connected with hues indicating information flow. Measurements from the plant flow to plant data, where raw measurements are converted to typical engineering units. The plant data information flows via reconciliation, rec tification, and interpretation to the plant model. The results of the model (i.e., troubleshooting, model building, or parameter estimation) are then used to improve plant operation through remedial action, control, and design. [Pg.2547]

Systematic Operating Errors Fifth, systematic operating errors may be unknown at the time of measurements. Wriile not intended as part of daily operations, leaky or open valves frequently result in bypasses, leaks, and alternative feeds that will add hidden bias. Consequently, constraints assumed to hold and used to reconcile the data, identify systematic errors, estimate parameters, and build models are in error. The constraint bias propagates to the resultant models. [Pg.2550]

Identifying the minimum number of specific measurements containing the most information such that the model parameters are uniquely estimated requires that the model and parameter estimates be known in advance. Repeated unit tests and model building exercises will ultimately lead to the appropriate measurements. However, for the first unit test in absence of a model, the identification of the minimum number of measurements is not possible. [Pg.2563]

Hazard identification builds the foundation on which subsequent quantitative frequency and/or consequence estimates are made. Many companies have been using the hazard identification techniques listed in Figure 7 for... [Pg.31]

In order to build new facilities or expand existing ones without harming the environment, it is desirable to assess the air pollution impact of a facility prior to its construction, rather than construct and monitor to determine the impact and whether it is necessary to retrofit additional controls. Potential air pollution impact is usually estimated through the use of air quality simulation models. A wide variety of models is available. They are usually distinguished by type of source, pollutant, transformations and removal, distance of transport, and averaging time. No attempt will be made here to list aU the models in existence at the time of this writing. [Pg.320]


See other pages where Building estimating is mentioned: [Pg.446]    [Pg.46]    [Pg.423]    [Pg.774]    [Pg.100]    [Pg.446]    [Pg.46]    [Pg.423]    [Pg.774]    [Pg.100]    [Pg.2]    [Pg.193]    [Pg.329]    [Pg.350]    [Pg.270]    [Pg.270]    [Pg.9]    [Pg.54]    [Pg.551]    [Pg.425]    [Pg.239]    [Pg.555]    [Pg.235]    [Pg.85]    [Pg.516]    [Pg.537]    [Pg.8]    [Pg.866]    [Pg.869]    [Pg.875]    [Pg.1204]    [Pg.1211]    [Pg.1593]    [Pg.2549]    [Pg.2549]    [Pg.2564]    [Pg.2564]   
See also in sourсe #XX -- [ Pg.286 ]




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