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Labyrinth side weirs have significant advantages according to conventional side weirs in terms of discharge capacity. Labyrinth side weirs are especially advantageous in places where more discharge is required from small weir openings lengths. The most significant feature of labyrinth side weirs is their effective crest length, which enables them to discharge more flow. In this study, the situation where the discharge capacity is decreased due to the narrowing of the crest length of the labyrinth side weir for any reason was experimentally investigated in detail. It was also considered that the potential narrowing could be in the upstream weir crest length. The overflow from the remaining length of the crest was enabled by the 1/3, 2/3, and 3/3 closure of the upstream crest length of the labyrinth side weir. Therefore, it was attempted to determine the decrease in discharge capacity due to the narrowing in the effective crest length. The values of the discharge coefficient were obtained by using the De Marchi approach. The study was conducted for subcritical flow regimes and steady-state flow conditions. A total of 980 experimental runs were conducted in this study. As the length of upstream effective crest length of the triangular labyrinth side weir at the straight channel decreases, the discharge coefficient also decreases. By narrowing the length of effective upstream crest length in 1/3, 2/3, and 3/3 ratios, the total discharge capacity decreased by approximately 10%, 23%, and 48%, respectively. [ABSTRACT FROM AUTHOR]

Organizational commitment is crucial in the serviceoriented hospitality industry. A service-oriented firm may achieve high quality service standards and customer satisfaction by employing qualified occupations. Employing qualified staff requires motivation and emotional organizational commitment. In addition, having a positive working ethical climate in the firm is crucial for profitability and productivity. Thus, hospitality businesses can achieve industrial competitiveness. The aim of the study is to determine the effect of the ethical climate on the emotional organizational commitment in the accommodation enterprises. The study addresses ethical climate scale developed by Victor and Cullen (1993) and emotional organizational commitment sub-scale developed by Meyer and Allen (1991). The survey data were obtained from a total of 340 participants who employ at six different 5-star hotels operating in Antalya. The first part of the questionnaire covers questions that determine the relationship between employees' organizational ethical climate perceptions and emotional organizational commitment. In the second part, there are questions asked to determine the demographic characteristics of the participants. The ongoing analyzes will be tested by structural equation modelling. Research result will be show positive relationships between positive ethical climate and emotional organizational commitment in accommodation enterprises. In addition, the study examines whether the emotional organizational commitment levels of employees differ or not according to sex, marital status, age, income level, education, study period and departments. [ABSTRACT FROM AUTHOR]

Copyright of Balkan Journal of Social Sciences / Balkan Sosyal Bilimler Dergisi is the property of Balkan Journal of Social Sciences and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Baffled chutes are used in irrigation systems, storm water systems, wastewater canal chutes, river training, and drop structures for energy dissipation. Two flow regions occur on the flow surface of baffled chutes. These are black water and white water regions. Knowing the location of the inception point where white water begins to appear on the surface is important for determination of the non-aerated flow region. Thus, cavitation damage can be prevented. In this study, 160 laboratory test results have been used for determining black water length (i.e., length of the non-aerated region) of baffled chutes with stepped, wedge, trapezoidal, and T-shaped baffle blocks. The obtained observation data have been analyzed by well-known soft computing methods such as artificial neural networks (ANN), curve fitting (CF), non-linear regression (NLR) and special extreme learning machine (ELM). The methods’ performance in mapping input data to the output were compared. The mean regression errors calculated by the curve fitting model, ANN, NLR and ELM are obtained as 2.5, 8.0, 11.25 and 0.8 %, respectively. The experimental results show that ELM’s nonlinear system modeling capability is superior to ANN, NLR, and CF. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Administrative Sciences / Yonetim Bilimleri Dergisi is the property of Canakkale Onsekiz Mart Universitesi, Terzioglu Kampusu and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Side weirs are flow diversion devices commonly used in irrigation, land drainage and urban sewage systems. It is essential for hydraulic and environmental engineers involved in the design of side weirs to predict the discharge coefficient correctly. The aim of this study is to present an accurate equation for discharge coefficients along the bend of sharp-crested rectangular side weirs based on a total of 1504 experimental runs. The discharge coefficient of the rectangular side weir along the bend depends on the dimensionless parameters of Froude number in the main channel , the angle of bend curvature , the ratio of weir length to main channel width /, the ratio of weir length to radius of main channel centreline / and the ratio of weir height to upstream flow depth / . In particular, the variables / and / are not seen in any equation for a rectangular side weir located on a curved channel. However, it was found that these dimensionless parameters were significantly important for the overflow rate. Moreover, the equation in the literature needs interpolation in order to obtain the discharge coefficient for different / and values. Therefore, a reliable equation containing all dimensionless parameters for calculating the discharge coefficient was introduced. [ABSTRACT FROM AUTHOR]

This research explains the relationships among knowledge-based resources, market orientation, learning orientation and innovation performance. Data were collected from a survey of 135 firms operating in different industries in Turkey. The empirical study provides evidence on the existing relationship among these variables. Findings indicate that knowledge-based resources, learning orientation and market orientation have an important affect on innovation performance. However, knowledge-based resources mediated the relationship between learning orientation and innovation performance. The theoretical and managerial implications of these and other findings are discussed. Copyright © 2010 John Wiley & Sons, Ltd. [ABSTRACT FROM AUTHOR]

The discharge coefficient of a trapezoidal labyrinth side weir is a function of the Froude number F, the dimensionless effective crest length L/ℓ, the dimensionless weir length L/ B, the dimensionless weir height p/ h, and the sidewall angle α. A labyrinth weir is an overflow weir, folded in plan view to provide a longer total effective length for a given overall weir width. These weirs have advantages compared to the straight overflow weir and the standard ogee crest. Previous studies on the subject have generally focused on rectangular side weirs located on a straight channel. The present study investigates the hydraulic behavior of a trapezoidal labyrinth side weir. The results show that the discharge coefficient of labyrinth side weirs gives a significantly higher coefficient value compare to that of conventional straight side weirs. Discharge coefficient of the trapezoidal labyrinth side weir is 1.5 to 5.0 times higher than the conventional straight side weir. Consequently, an equation for the coefficient of discharge is introduced. The results predicted by the equation were shown to be very satisfactory using root mean square error (RMSE), mean absolute error (MAE) and correlation coefficient (R) statistics. [ABSTRACT FROM AUTHOR]

Baffled chutes are commonly used in storm water systems, irrigation systems, canal wasteway systems, river training, and drops for energy dissipation. There is a close relationship between energy dissipation and oxygen transfer efficiency. Oxygen transfer across the air-water interface at a hydraulic structure occurs through self-aeration along the chute, and by flow aeration in the hydraulic jump at the downstream end of the structure. The oxygen concentration in surface water is a primary indicator of the water quality for human use and for the aquatic biota. This present study focused on predicting the aeration efficiency of baffled chutes. The variation of the aeration efficiency for stepped, wedge, trapezoidal and T-shaped baffle blocks was investigated in relation to chute angle, unit discharge, and chute height. The results obtained from this approach show that baffled chutes are effective for oxygen transfer. Thus, an empirical correlation predicting aeration efficiency was developed. This new equation has practical implications for predicting baffled chute aeration efficiency. [ABSTRACT FROM AUTHOR]

This study aims to explore the influence of human resource management (HRM) activities and organizational climate on job satisfaction in Turkish banks. The study first examines the relative influence of eight HRM activities of: (i) behavior and attitudes (in recruitment and selection); (ii) teamwork; (iii) extensive training; (iv) written policies; (v) training in multiple functions; (vi) incentives; (vii) performance appraisal; and (viii) feedback on performance on job satisfaction. Second, the influence of six factors relating to organizational climate are examined, again from the view point of their influence on job satisfaction. The second group factors are: (i) support for innovation; (ii) managerial competence and consistency; (iii) workload pressure; (iv) cohesion; (v) organizational boundaries; and (vi) organizational ethics. The data collected through interviews from 346 employees from 19 banks show that in addition to the positive impact of HRM activities, organizational climate in particular makes a significant contribution to job satisfaction. The paper presents the influence of the two groups of factors on job satisfaction and the mechanisms through which these factors foster job satisfaction and their implications for practitioners. [ABSTRACT FROM AUTHOR]

Side weirs, also known as lateral weirs, are flow diversion devices widely used in irrigation as a head regulator of distributaries and escapes, land drainage, and urban sewage systems. The studies on the subject have been generally focused on rectangular and triangular side weirs located on a straight channel. However, the same is not true for labyrinth side weirs. The current studies deal with sediment transport and scour problems around side weirs and lateral structures. The investigation of the hydraulic effects of labyrinth side weirs to increase discharge capacity of them has been studied in this particular work. In the study, 2,830 laboratory tests were conducted for determining discharge coefficient of labyrinth side weirs, and results were analyzed to find the influence of the dimensionless weir length L/b, the dimensionless effective length L/ℓ, the dimensionless weir height p/h1, triangular labyrinth side weir included angle θ, and upstream Froude number F1 on the discharge coefficient, water surface profile and velocities in the channel along the side weir. It has been found that discharge coefficient of labyrinth side weirs gives pretty higher coefficient value compare to that of classical side weirs and a reliable equation for discharge coefficient of labyrinth weirs is presented. Discharge coefficient of the labyrinth side weir is 1.5–4.5 times higher than rectangular side weir. [ABSTRACT FROM AUTHOR]

This paper outlines the important role of human resource management practices with a link between corporate entrepreneurship and firm performance. Data were collected from a survey of 124 firms operating in different industries in Turkey. The findings of this study indicated that human resource management (HRM) practices partially mediated the relationship between corporate entrepreneurship and firm performance. In other words, corporate entrepreneurship affects firm performance, both directly and through its effects on HRM practices. In addition to corporate entrepreneurship, it is found that HRM practices explain a significant level of additional variance (9 per cent) in firm performance. The theoretical and managerial implications are discussed. [ABSTRACT FROM AUTHOR]

The authors respond to a commentary on their investigation of the hydraulic performance of labyrinth side weirs located on a straight channel. They mentioned how an equation in the original paper was revised and demonstrated how labyrinth side weirs can be designed as multicycle. Charts and diagrams of the equation are included.

A response from the author of the article "Discharge Characteristics of a Trapezoidal Labyrinth Side Weir with One and Two Cycles in Subcritical Flow" in the 2015 issue is presented.