Laboratory experiments were carried out in Technical college AL- Mussiab / Babylon during 2005 to study bioactivity of different concentration from ( aqueous , alcohol and hexane) extracts of bee venom collected from different workers of bees against some bacterial types that cause European Foul – brood Melissococcus plutom , Bacillus alvei and B. letrosporus which had been isolated from infected arched with disease . Two diffusion methods (digging and paper discs) were followed for the extraction of the venom . Results showed that digging diffusion method was more efficient for test of bacterial inhibition which led to increase the activity of bee venom extract with general average 7.90 , 8.85 and 8.19 on M. pluton, B. alvei and B. letrosporus. Alcoholic bee venom extract showed high efficiency in inhibition for the same bacterial species above by digging method too with diameters average 8.15 ,9.76 and 10.59 mm respectively . while aqueous extract was the less efficient in bacterial growth of these bacterial species that reached 7.26 , 7.70 and 6.26 mm respectively in paper discs method compared with control 6.00 mm. On the other hand 40% concentration of bee venom showed high effect of bacterial growth for M.pluton , B. alvei and B. letrosporus with averages 10.60 , 15.60 and 15.60 mm respectively while 1% concentration had no effect in growth of these bacteria compared with control treatment 6.00 mm .Ther is an interaction between the diffusion method, concentration and the kind of the extract . The results reflected that Alcoholic extract at 40% con. by digging method gave a higher inhibition of growth 10.60 , 15.60 and 15.60 mm in M. pluton , B. alvei and B. letrosporus respectively. 40% con. of bee venom compounds however was more effective for bacterial species compared with Oxytetracyclin antibiotic that was very effective in B. alvei and B. letrosporus and less effective in M. pluton bacteria .
The current research aims to test the relationship of the entrepreneurial leadership and its factors (strategic factors, communication factors, personal factors, motivational factors) in managing the organizational crisis and its stages (detection of warning signs, readiness and prevention, containment of damages, restoration of activity, learning) among a sample of companies of the Ministry Water resources (Al-Fao State Company for the implementation of irrigation projects, Al-Rafidain Company for the implementation of dams, Iraq Company for the implementation of irrigation projects), as well as standing at the level of interest of the research companies in the search variables and their factors and stages, there is no doubt tha
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Cohesive soils present difficulties in construction projects because it usually contains expansive clay minerals. However, the engineering properties of cohesive soils can be stabilized by using various techniques. The research aims to elaborate on the influences of using hydrated lime on the consistency, compaction, and shear strength properties of clayey soil samples from Sulaimnai city, northern Iraq. The proportions of added hydrated lime are 0%, 2.5%, 5%, 7.5% and 10% to the natural soil sample. The results yielded considerable effects of hydrated lime on the engineering properties of the treated soil sample and enhancement its strength. The soil's liquid limit, plasticity index, and optimum moisture content were de
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The study aims to introduce the Islamic sites available on the Internet and determine the criteria that contribute to evaluating these sites to indicate their value, topics, and services, while evaluating a simple random sample of the general Islamic sites, which number (35) sites. The results were presented in (8) tables. The study concluded To a set of conclusions, including: (465) “Islamic” websites were seized during the research period, and they are constantly increasing. They were classified according to the name of the website (domain name) com, org, net, edu, and also according to topics such as general Islamic websites and websites of holy places. Mosques, sites of sheikhs, etc. Among the best general Islamic websites are: Isla
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Self-compacting concrete (SCC) is an innovative concrete that does not require vibration for placing and compaction. It is able to flow under its own weight, completely filling formwork and achieving full compaction, even in the presence of congested reinforcement. The effect of external sulfate attack was studied-Es (very sever exposure SO4>10000ppm) according to ACI 318-11. The mix design method of SCC used is according to EFNARC 2002, and then must satisfy the criteria of filling ability, passing ability and segregation resistance. The experimental program focuses to study two different chemical composition of sulfate resistance Portland cement with different percentage of silica fume replacement by weight of cement and W/cm (0.3 and 0.3
... Show MoreStarting from 4, - Dimercaptobiphenyl, a variety of phenolic Schiff bases (methylolic, etheric, epoxy) derivatives have been synthesized. All proposed structure were supported by FTIR, 1H-NMR, 13C-NMR Elemental analysis all analysis were performed in center of consultation in Jordan Universty.
International Journal on Technical and Physical Problems of Engineering