This research paper is about thevariationin the degree of Continentality climate of the
Iraq during (40) years for a number of climate station. Using Poresof formula, it is found out
that the climate of Iraq ranges between extreme Continentality and very extreme
Continentality, and that the Continentality degree is characterized with extreme frequency
from one year to another. In certain years, the degree of climate Continentality decreases
while in other years it rises in such a way that there is no similarity in the Continental degree
from one year to another for the same station.
As for the general trend of the degree of Continentality, the last years had noticed
special variations, which are divided in to three climate regions: the first region exists in the
North and North-East of the country in which the Continentality degree tended to decrease
and it is ranged between-0.2% to -0.6%,while the Continentality degree of the second region,
which is located in the middle and north of the country, tended to rise simply and this ranged
between 0.6% to 1.7%. Finally, the Continentality degree of the third region, which is located
in the south-east tended to a most clear rise which ranged between 2.5% to 8.7%.
By drawing maps of the annual Continentality degree, it is found out that in some
yearsthe area of the extreme Continentality climate and the very extreme Continentality
climate are equal, while in other years, the area of the extreme Continentality climate
becomes much wider and the opposite happens in other years.
KE Sharquie, HR Al-Hamamy, AA Noaimi, KA Ali, Journal of Cosmetics, Dermatological Sciences and Applications, 2015 - Cited by 3
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... Show MoreExperiments research is done to determine how saturated stiff clayey soil responds to a single impulsive load. Models made of saturated, stiff clay were investigated. To supply the single pulse energy, various falling weights from various heights were tested using the falling weight deflectometer (FWD). Dynamic effects can range from the major failure of a sensitive sensor or system to the apparent destruction of structures. This study examines the response of saturated stiff clay soil to a single impulsive load (vertical displacement at the soil surface below and beside the bearing plates). Such reactions consist of displacements, velocities, and accelerations caused by the impact occurring at the surface depth induced by the impact loads
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