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Height, effect

He analyzed dispersion data from 11 field experiments in order to determine the form of the functions fy and f, including release height effects. Irwin (9) has used simplified expressions for these functions where both fy and /, have the form... [Pg.300]

Tank diameter Nozzle diameter Friction factor Acceleration of gravity Tank height Effective head Nozzle length Mass Pressure Metal density Reynolds number time... [Pg.414]

The final expression to predict the erosion during STI CMP becomes the function of initial step height, effective oxide density, over CMP amount, active pattern density and selectivity between oxide and nitride. [Pg.37]

Murphy, B. D., and Nelson, C. B. (1983) The treatment of ground deposition, species decay and growth and source height effects in a Lagrangian trajectory model, Atmos. Environ. 17, 2545-2547. [Pg.898]

A significant effect of bed height on gasification rate was obtained in the 2-in. diameter reactor. It was concluded that this height effect must be caused by poorer contact of carbon and steam with increasing height. [Pg.79]

Height effects. Experimental data for random packings show that HETP slightly increases with bed depth (3,56,61,98,144). This increase in HETP appears to be more important at low liquid rates... [Pg.555]

Fig. 4 Channel height effect on the energy-conversion efficiency for Hoo = 10 " M. The other parameters are same as those in Fig. 2... Fig. 4 Channel height effect on the energy-conversion efficiency for Hoo = 10 " M. The other parameters are same as those in Fig. 2...
Y. Xin, Storage height effects on fire growth rates of cartoned commodities, in Seventh International Seminar on Fire and Explosion Hazards, Providence, 2013... [Pg.17]

Crack height Effective ration Calculated values... [Pg.233]

Since no height effect was observed during pure nucleate or film boiling, all points were averaged to construct the log- log graphs of heat flux versus AT found in Figs. 4 to 10. Temperatures measured at the extreme top and bottom of the... [Pg.256]

For groups II and III facilities, simplified static approach including shape and height effect can be applied for design basis winds structural members should remain within elastic limit. Consideration should be made of local wind pressure which may cause the failure of external walls. [Pg.25]


See other pages where Height, effect is mentioned: [Pg.828]    [Pg.32]    [Pg.671]    [Pg.80]    [Pg.183]    [Pg.252]    [Pg.789]    [Pg.671]    [Pg.1009]    [Pg.1009]    [Pg.280]    [Pg.353]    [Pg.128]    [Pg.48]    [Pg.211]    [Pg.256]    [Pg.119]    [Pg.65]    [Pg.12]   


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