Aim:The present study was conducted to evaluate the performance of gray, brown, and white varieties of Japanese quail (Coturnix coturnix japonica) with respect to body weight, egg production, and egg quality traits in the coastal climatic condition of Odisha.Materials and Methods:A total of 500-day-old straight run Japanese quail chicks of three varieties, viz., gray, brown, and white were randomly selected and reared in deep litter system at Central Poultry Development Organization, Eastern Region, Bhubaneswar. The weekly body weight of the birds was recorded till their egg production stage (up to 6 weeks of age). The average egg production was recorded every biweekly from 6th to 20th week. Exterior and interior quality of eggs from each variety was determined at 6 weeks of age.Results:The initial average weekly body weight of three varieties did not differ (p>0.05) among the varieties. However, from 1st to 6th week significantly higher body weight was observed in gray than white and brown. Brown varieties had reached 50% egg production 1 week earlier than gray and white. Brown had higher peak hen day (HD) production or hen-housed egg production followed by white and gray. External quality such as: Egg weight, egg length, egg width, volume, shape index, shell weight, shell thickness depicted no significant difference among the varieties except circumference length and circumference width, which were significantly higher (p≤0.05) in gray varieties than brown varieties. Internal egg characteristics such as: Albumen length, albumen width, albumen height, albumen index, yolk length, yolk width, yolk height, yolk index, albumen weight, yolk weight, Haugh unit revealed no significance difference among the varieties.Conclusion:It may be summarized from the findings that gray excelled in body weight followed by white and brown. Egg production potential in terms of hen house egg production or HD egg production was higher for brown followed by white and gray in the coastal climatic condition of Odisha.

No abstract

Characterization of pond ash-bentonite mixes is made to assess their suitability as liner material for waste disposal facilities by examining the relevant index and engineering properties. Further, a comparative assessment is made between sand-bentonite and pond ash-bentonite mixes for the range of bentonite content varying from 0 to 30% by weight at an interval of 5% to ensure an effective substitution of sand with pond ash. Addition of bentonite to sand or pond ash significantly influences the plasticity, strength and permeability properties. Besides, the shape parameters of the coarser fraction and morphology of compacted mixes also influence the engineering properties. A multiple linear regression equation is suggested to predict the hydraulic conductivity of these mixes by considering the basic material properties such as liquid limit, plasticity index and void ratio as an input variable with a correlation coefficient of 0.92 between the measured and predicted hydraulic conductivity values. At comparable conditions, compacted pond ash-bentonite mixes exhibit higher strength but also higher permeability than sand-bentonite mixes. Pond ash-bentonite and sand-bentonite mixes met the liner requirements when compacted with modified Proctor compaction effort at a minimum bentonite content of 20% and 15%, respectively.

Compressibility and hydraulic conductivity are the key parameters to ensure the structural integrity of landfill liner. The compressibility and hydraulic conductivity of compacted pond ash–bentonite and sand–bentonite mixes were determined from conventional consolidation tests. The results showed that both the compression index and coefficient of volume change increase, whereas the coefficient of consolidation decreases with an increase of bentonite content in the mix. Empirical models are proposed to predict the compression index and hydraulic conductivity of bentonitic mixtures from the basic soil parameters (specific gravity, liquid limit, void ratio and shape parameter), which have been compared and validated with existing models and experimental data sets. The compressibility characteristics of sedimented slurry and compacted mixes do not follow similar trends; therefore, two distinct empirical models are proposed in this study. The observed compression index values of the compacted specimens fall in the range of ± 20% from the line of equality, whereas the deviation is within ± 15% for sedimented slurry. Similarly, the estimated hydraulic conductivity values fall within ± 20% of the values predicted by the proposed empirical equation. Thus, the proposed empirical models may be used to predict the compressibility and hydraulic conductivity of compacted bentonitic mixtures.

No abstract