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The effect of changing soil bulk density with depth on wetting front advance under a trickle line source

تأثير تغير الكثافة الظاهرية للتربة مع العمق في تقدم جبهة الابتلال تحت مصدر تنقيط خطي

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 Publication date 2011
and research's language is العربية
 Created by Shamra Editor




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Among the factors affecting the movement of water in the soil are soil properties (structure and texture). The rate of components of soil minerals and organic material has an effect on its bulk density. As the surface soil has organic matter more than subsurface soil in general, the bulk density increases with soil depth, so the research aims to study the effect of changing soil bulk density with depth on wetting front advance under a trickle line source. The experimental work included a nine laboratory tests for monitoring the advancement of the wetting front with time, The water advance and water distribution measurement are carried out for three cases of the soil profile with the change of bulk density along soil depth (0.00923,0.00462,0) gm/cm 3/cm: first case with the soil changed bulk density from 1.2 gm/cm 3 at the soil surface and gradually to 1.8 gm/cm 3 at a maximum depth of the profile, the second case with the soil changing bulk density from 1.5 gm / cm 3 to 1.8 gm / cm 3, and the third case homogeneous soil with bulk density 1.2 gm / cm 3, and using three application flow rates 1.3,2.6,3.9 cm 3 / min / cm. The study showed that with the increase in the change of bulk density along soil depth there is a small increase in horizontal advance and almost non-existent increase in vertical advance while they are clear and tangible in diagonal advance. It also showed that the amount of the increase in the vertical advance is greater than in the horizontal advance and be could be in diagonal advance when increasing the application flow rate, and all of the horizontal advance, vertical advance and the diagonal advance of the wetting front increase with the decrease of the application flow rate when applied in the same volume of water.


Artificial intelligence review:
Research summary
تتناول هذه الدراسة تأثير تغير الكثافة الظاهرية للتربة مع العمق على تقدم جبهة الابتلال تحت نظام الري بالتنقيط الخطي. تم إجراء تسعة تجارب مختبرية باستخدام ثلاث حالات لتغير الكثافة الظاهرية للتربة، حيث تتراوح الكثافة من 1.2 غم/سم³ إلى 1.8 غم/سم³. أظهرت النتائج أن زيادة انحدار الكثافة الظاهرية تؤدي إلى زيادة طفيفة في التقدم الأفقي وتكاد تكون غير ملحوظة في التقدم العمودي، بينما تكون واضحة في التقدم القطري. كما تبين أن مقدار الزيادة في التقدم العمودي أكبر من التقدم الأفقي عند زيادة معدل إضافة الماء. تم استخدام برنامج SPSS لتحليل البيانات وإيجاد العلاقات الرياضية بين المتغيرات المختلفة.
Critical review
دراسة نقدية: على الرغم من أن الدراسة تقدم معلومات قيمة حول تأثير الكثافة الظاهرية للتربة على تقدم جبهة الابتلال، إلا أن هناك بعض النقاط التي يمكن تحسينها. أولاً، كان من الممكن توسيع نطاق التجارب لتشمل أنواع مختلفة من التربة وظروف بيئية متنوعة للحصول على نتائج أكثر شمولية. ثانياً، لم يتم التطرق بشكل كافٍ إلى تأثير العوامل الأخرى مثل درجة حرارة التربة والماء، والتي قد تكون لها تأثيرات كبيرة على حركة الماء في التربة. أخيراً، كان من الممكن استخدام تقنيات تحليل بيانات أكثر تقدماً لتحسين دقة النتائج.
Questions related to the research
  1. ما هو الهدف الرئيسي من الدراسة؟

    الهدف الرئيسي من الدراسة هو دراسة تأثير تغير الكثافة الظاهرية للتربة مع العمق على تقدم جبهة الابتلال تحت نظام الري بالتنقيط الخطي.

  2. ما هي النتائج الرئيسية التي توصلت إليها الدراسة؟

    أظهرت النتائج أن زيادة انحدار الكثافة الظاهرية تؤدي إلى زيادة طفيفة في التقدم الأفقي وتكاد تكون غير ملحوظة في التقدم العمودي، بينما تكون واضحة في التقدم القطري. كما تبين أن مقدار الزيادة في التقدم العمودي أكبر من التقدم الأفقي عند زيادة معدل إضافة الماء.

  3. ما هي الطرق المستخدمة لتحليل البيانات في الدراسة؟

    تم استخدام برنامج SPSS لتحليل البيانات وإيجاد العلاقات الرياضية بين المتغيرات المختلفة باستخدام طريقة الانحدار اللاخطي.

  4. ما هي التوصيات التي يمكن استخلاصها من الدراسة؟

    توصي الدراسة بأخذ تغير الكثافة الظاهرية للتربة مع العمق في الاعتبار عند تصميم نظم الري بالتنقيط لتحسين كفاءة الري وتوزيع الماء في التربة.


References used
Hachum, A.Y. (1973), “Water Movement in Soil from Trickle Source” M.Sc.Thesis, Utah State University, Logan, Utah, USA
Ainechee,G.,S.Boroomand-Nasab and M.Behzad (2009) “Simulation of soil wetting pattern under point source trickle irrigation”. Journal of Applied Sciences 9(6):1170-1174
Zur, B. (1996), “Wetted Soil Volume as a Design Objective in Trickle Irrigation”, Irrigation Science (16) : 101-105
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