(1995) [Detmer درسا النفاذية والمسا

(1995) [Detmer درسا النفاذية والمسامية والتوزيع الحبيبي للتربة المترسبة في حوض البكيروك من خلال قياس النفاذية في الحقل لعشرة أماكن للتربة المترسبة في الحوض وتم حساب المسامية ورسم منحني التحليل المنخلي لكل موقع من المواقع. نتيجة لوجود ترابط بين حبيات التربة المترسبة وجد بان معامل المسامية ليس له تأثير على قيم النفاذية و وجد بان زيادة درجة الترابط بين الحبيبات تؤدي إلى نقصان معامل النفاذية. إضافة إلى ما تقدم يمكن الاعتماد على منحني التوزيع الحبيبي للتربة المترسبة في تخمين قيم معامل النفاذية في حال كون أحجام تلك الحبيبات اكبر أو يساوي (2 mm).

النتائج (الإنجليزية) 1:

(1995) [Detmer lesson permeability, porosity and distribution of granular soil deposited in Bakerroc basin by measuring the permeability in the field of ten places soil deposited in the basin was porous account and draw a curved Almnkhali analysis for each of the sites. As a result of the presence of correlation between the soil Habayat sediment it was found that the coefficient of porosity has no effect on permeability values ​​and found that increasing the degree of correlation between the granules lead to a decrease in permeability coefficient. In addition to the above can rely on curved granular distribution of soil sediment guess permeability coefficient values ​​in the event that the sizes of those granules greater or equal to (2 mm).

النتائج (الإنجليزية) 2:

[Detmer studied permeability and porousness and granular distribution of soil deposited in the Bakirok basin by measuring the permeability in the field to ten places of soil deposited in the basin, porosity was calculated and the cell analysis curve was drawn for each site. The porosity coefficient was found to have no effect on permeability values and an increased degree of granular bonding was found to decrease the permeability coefficient. In addition, the granular distribution curve of the soil deposited can be relied upon to guess the permeability coefficient values if the sizes of those granules are larger or equal (2 mm).

النتائج (الإنجليزية) 3:

The permeability and porosity distribution of indoor granular soil are studied by measuring the permeability of ten indoor sedimentary soil sites, and the porosity is calculated, and the curve analysis chart is drawn. The site for each site. The results show that the correlation between soil particles shows that pore coefficient has no effect on permeability, and the increase of connectivity between particles leads to the decrease of permeability coefficient. In addition, the particle distribution curve of granular soil can be estimated according to the permeability coefficient when its volume is greater than or equal to 2.mm.