Rational Method for Designing Efficient Chromatography Processes based on the Iso-Resolution Curve

2011 ◽  
Vol 35 (1) ◽  
pp. 198-203 ◽  
Author(s):  
M. Hosono ◽  
R. Maeda ◽  
N. Yoshimoto ◽  
S. Yamamoto
Keyword(s):  
Rational Method ◽  
Resolution Curve

Conclusion

2018 ◽  
Author(s):  
Paul Brooker ◽  
Margaret Hayward
Keyword(s):  
Case Studies ◽  
Political Leadership ◽  
Leadership Teams ◽  
Military Leadership ◽  
Rational Method ◽  
The Political ◽  
Unexpected Findings ◽  
Selection Of

The Conclusion points out that the preceding seven chapters’ examples and case studies have revealed some expected, and some unexpected conclusions. The six main cases revealed some expected uniformity in the leaders’ selection of rational methods. There was less uniformity, however, in the choice of the methods they emphasized, whether due to their personal preferences or to the circumstances they were facing. Two unexpected findings were the addition of a seventh appropriate rational method—learning—and the prevalence of dual-leadership teams. The conclusion goes on to suggest that this book’s theory and approach should be applied to versions of military leadership and to the political leadership of contemporary democracies.

Strength of cold-formed steel shear diaphragms

1979 ◽  
Vol 6 (1) ◽  
pp. 5-17 ◽  
Author(s):  
Paul Fazio ◽  
Kinh Ha ◽  
S. Chockalingam
Keyword(s):  
Air Force ◽  
Test Data ◽  
Seismic Design ◽  
Shear Capacity ◽  
Rational Method ◽  
New Approach ◽  
Iron And Steel ◽  
Cold Formed Steel ◽  
The U.S ◽  
Steel Institute

The design of light-gage steel corrugated shear diaphragms is not yet covered by the structural codes of many countries, including Canada. The shear capacity of steel diaphragms may be predicted by various approaches currently available, namely, those proposed by: (1) the American Iron and Steel Institute; (2) the Manual of seismic design of buildings, published by the U.S. Departments of the Army, Navy, and Air Force; and (3) the recommendations outlined in the current British code. In this paper, a rational method is proposed and the application of all the above methods is illustrated with reference to a specific example. Finally, the shear strengths of many diaphragms are predicted by the new approach developed by the authors and the results are compared to test data.

Experimental Examination of the Rational Method

1967 ◽  
Vol 93 (6) ◽  
pp. 353-370 ◽  
Author(s):  
John C. Schaake ◽  
John C. Geyer ◽  
John W. Knapp
Keyword(s):  
Rational Method ◽  
Experimental Examination

scholarly journals Estimation of Peak Flow in Ungauged Catchments Using the Relationship between Runoff Coefficient and Curve Number

Water ◽  
2018 ◽  
Vol 10 (11) ◽  
pp. 1669 ◽  
Author(s):  
Nam Kim ◽  
Mun-Ju Shin
Keyword(s):  
Peak Flow ◽  
Curve Number ◽  
Rational Method ◽  
Runoff Coefficient ◽  
Data Generation ◽  
Ungauged Catchments ◽  
Practical Applications ◽  
Flow Estimation ◽  
Rainfall Runoff Model ◽  
The Relationship

Hourly flood flow estimation for gauged and ungauged catchments is a prerequisite for planning and water management. Various methods have been applied in a multitude of studies to calculate the peak flow for ungauged catchments. However, it is not simple for engineers to use the existing methods in practical applications. An easier method is suggested for this purpose in this study. The authors estimated the relationship between the runoff coefficient, intensity of rainfall, and curve number, and then utilized the relationship to calculated the peak flow using the rational method for ungauged catchments. Rainfall and flood time series for ungauged study catchments were generated by a simple data generation method and a distributed rainfall–runoff model. Results showed that the runoff coefficients simulated using the estimated relationship reasonably agree with the runoff coefficients in the studied ungauged catchments. In addition, the peak flow simulated using the rational method and the relationship highly agree with the peak flow in the ungauged catchments. Therefore, the peak flow in ungauged catchments can be easily calculated by this method, which is more pragmatic for engineers.

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