بررسی اثر رگبارهای با شدت متغیّر بر فرسایش بین‌شیاری

نویسندگان
1 دانشگاه تربیت مدرس
2 دانشکده کشاورزی دانشکده تهران
چکیده
انتقال رسوب ناشی از بارندگی یکی از اصلی‌ترین بخش‌های فرسایش بین‌شیاری خاک در طبیعت است. در طی رگبارهای طبیعی شدت بارندگی در نوسان است. نوسانات شدت بارندگی در طی رگبار را می‌توان پروفیل رگبار نامید. در این تحقیق با شبیه سازی چهار رگبار با پروفیل‌های متفاوت و انرژی جنبشی یکسان بر روی دو نوع خاک متفاوت، اثر پروفیل رگبار بر رواناب و رسوب ناشی از فرسایش بین شیاری مورد بررسی قرار گرفت. نتایج این تحقیق نشان داد اگرچه در هر دو نوع خاک حجم رواناب ناشی از رگبارهایی با پروفیل‌های مختلف تفاوت معنی‌داری ندارند اما اثر پذیری حداکثر نرخ رواناب از پروفیل رگبار به نوع خاک بستگی دارد. نتایج مربوط به رسوب نیز نشان داد معنی دار بودن اثر پروفیل رگبار بر تولید رسوب به نوع خاک بستگی دارد. علاوه بر این یافته‌های این تحقیق نشان می‌دهد در رگبارهای شدّت متغیّر استفاده از مدل‌هایی که فرسایش بین شیاری را با استفاده از شدت بارندگی برآورد می‌کنند کارایی ندارد. از این رو توسعه استفاده از شبیه‌سازی رگبارهای شدت متغیّر در مطالعات فرسایش خاک و انتقال رسوب می‌تواند باعث شناخت دقیق مکانیسم‌های موثر حاکم بر تولید رواناب و رسوب در فرسایش بین شیاری گردد.

کلیدواژه‌ها


عنوان مقاله English

Effects of variabl rainfall intensity events on interrill erosion

نویسندگان English

FARZIN nasiri 1
Morteza Alavinia 1
Hossein Asadi 2
1 T.M.U
2 The University of Tehran
چکیده English

Soil erosion, as a complicated natural phenomenon, is a global challenge threatening soil and water resources. Therefore, accurate understanding of soil erosion and sediment transport processes and their interactions is necessary for prediction of soil erosion.To distinguish between the dominant processes involved in soil loss, soil erosion has been classified into rill and interrill erosion. Rainfall-induced detachment and transport of sediment have a fundamental contribution to interrill and sheet erosion. Instead of the observation of natural rain showers, simulation of rainfall is widely used for better understanding of processes involved in soil erosion and their interactions. Rainfall intensity is variable during a natural rain showers, such that peak rainfall intensity in an event can exceed the mean event intensity by an order of magnitude. Variations of rainfall intensity during a rainfall event is called ‘event profile’. However, the available information is inadequate to understand its effects on runoff and soil loss processes. Thus, this study was aimed to quantify the effect of event profile on runoff and soil loss in rainfall-induced erosion. The experiments were based on the use of simulated rainfall on disturbed soils in a small laboratory detachment tray. Since kinetic energy controls runoff and soil loss processes, the effects on the soil surface of rainfall events with the same average intensity may be different. Hence to study only the effects of event profile, we used four simulated rainfall events, each with a different profile but all delivering the same total kinetic energy to the soil surface. The study was conducted in the rainfall simulation laboratory, Department of Hydraulic, Faculty of Civil and Environmental Engineering, Tarbiat ModaresUniversity, Iran. For this study, four events with different temporal profiles of rainfall intensity, each with the same kinetic energy, were chosen; (a) constant intensity, (b) increasing intensity, (c) decreasing intensity and (d) increasing - decreasing intensity. The soil samples used in the experiments were a sandy soil (soil A) and a sandy loam soil (soil B). Disturbed soil samples were collected, air dried, crushed to pass a 4.75-mm sieve, and thoroughly mixed. For each experiment soil was packed into a drainable detachment tray to a specific bulk density. The test area of this tray was 15cmwide by 30cmlong and 15cmdeep.Eliminating the effects of soil moisture on results, soil was saturated from the bottom using drainage outlet tube connected to a water reservoir 24hr before each experiment. The tray was setup at a slope of 0.5% and exposed to simulated rainfall events. For each simulation, runoff and sediment were sampled at regular intervals. Our results showed that while the peak runoff was affected by event profile for the two soil types, there was no significant difference in total runoff among rainfall events examined for both soil types. However, our experiments showed that soil type significantly affected the soil loss. In addition our results showed that models that derive interrill soil erosion directly from rainfall intensity can, therefore, be expected to perform poorly in predicting soil erosion from varying intensity rainfall events. It may imply that various and complicated mechanisms might be activated for runoff and erosion under natural rainfall conditions. Our results may indicate that negligence of event profile may lead to inaccurate understanding of mechanisms involved in runoff and soil erosion.

کلیدواژه‌ها English

Event Profile
Runoff
Sediment
Rainfall Simulation
Interrill Erosion
 [1]Mostowfi Nezad, D. “Empirical Investigation of  Behavior of Glass Fiber Reinforcement Concrete (GFRC)”. Tehran, Esteghlal Publication, (2001).pp 83-95,) In Persian(.
[2]Chandramouli, K., Srinivasa, Rao, P., Pannirselvam, N., Seshadri Sekhar, T., Sravana, P. "Strength Properties of Glass Fiber Concrete". Priyadrashini Institute of Technology for Women,Tenali, Guntur, Andhra Pradesh, India ,JNTU College of Engineering, Hyderabad, Andhra Pradesh, India ,VIT University, Vellore, India ,Samual George Institute of Technology, Markapur, Prakasam District, Andhra Pradesh, India, ARPN Journal of Engineering and Applied Sciences. Vol. 5.4. (2010). pp 1-6.
 [3]Krishna Rao, M.V., Rathish Kumar, P., Srinivas, B. "Effect of Size and Shape of Specimen on Compressive Strength of Glass Fiber Reinforced Concrete (GFRC)". Department of Civil Engineering CBIT, Hyderabad and NIT Warangal, FACTA Universitatis Series, Architecture and Civil Engineering Vol. 9.(2011).pp.1-9.
 [4]Rezvani Div Kalabi, M., Hosein Ali Beigi, M., Emadi, A., Ahlikhani Ardeshir, M. “Investigation of Mechanical Properties Impression of Strap Self-Compact Conceret against Variations of Strap and Water Content”. International Congress of Civl Engineering. 8th Course, Shiraz, (2010), In Persian.
[5]Sadr Momtazi, A., Afsoos Biria, H., Kafi Sia, S., Estalkhi, P., Bagheri Poorasil, M. “Study and Investigation of Experimental Reinforcement Concerets to Glass Strap”. National Congress of Civil Engineering GFRC, 7th Course, Zahedan, (2013), )In Persian(.
[6]Raikar, R.V., Karjinni, V.V., Gundakalle, V.D. "Study on Strength Parameters of Steel Fiber Reinforced High Strength Concrete". College of Engineering and Technology, Belgaum 590008, Karnataka, Int. Journal of Applied Sciences and Engineering Research, (2012). Volume 1(4).pp.612-622.
[7]Muhammad, N.S., Hadi. "An investigation of the Behaviour of Steel and Polypropylene Fiber Reinforced Concrete Slabs". School of Civil, Mining and Environmental Engineering, University of Wollongong,Wollongong, NSW 2522, Australia. (2008).
[8]Bagheri, A., Zanganeh, A., Shahmoradi, M., Adeli, A. “Investigation of Effect of Macro Polymeric Strap on Conceret Bonding Strength”. Annual National Coference of Iran Conceret Association, Third Course, (2011), In Persian.
[9]Shekarbagi, M., Shekarbagi, Y. “Use of Polymeric Strap (Steel and Poly Propylen Strap) for Improvement of Conceret Quality in Marin Structure”. International Exihibition of Nonosmosis Concerets of Water Reserve Tanks, First Course, Rasht, (2010). pp 1-10 , )In Persian(.
[10]Singh, S.P. "Strenght and Flexural Toughness of Concrete Reinforced with Steel – Polypropylene Hybrid Fibers". Department of Civil Engineering, Asian Journal of Civil Eengineering (Building and Housing), VOL. 11, NO. 4, (2010).pp 495-507
[11]Kafeel, A., Ahmed, R., Uzma, K., Sherif, k. "Effect of Compressive Strength on Bond Behaviour of Steel Reinforcing Bar in Fiber Reinforced Concrete". Department of Civil Engineering, University of Engineering & Technology, Lahore, Pakistan ,Department of Civil Engineering, Qassim University, Al Qassim, Saudi Arabia Global Engineering Associates, Lahore, Pakistan ,International Journal of Current Engineering and Technology. (2014).pp325-331
[12]Tamil Selvi, M. "Studies on the Properties of Steel and Polypropylene Fibre Reinforced Concrete without any Admixture".Department of Civil Engineering Dr. M.G.R., Educational and Research Institute University, Chennai 600095, India , International Journal of Engineering and Innovative Technology (IJEIT)  (2013).  Volume 3(1), pp411-417.
[13]Khanzadi, M., Khazaeni, G., Sepehri Kahrizi, H. “Influence of Cement Content Increase on Chloride Diffusion and Microstructure of Concretes Containing Nano-Sio2”. Modares Civil Engineering Journal, 11(1), (2010).pp41-48, )In Persian(.
[14]Yazndoust, M., Yazdani, M. “Experimental Study on the Effect of Aggregate Fineness Modulus on Physical and Mechanical Properties of Concrete”. Modares Civil Engineering Journal, 13(2), (2013).pp161-177, In Persian.
[15]Khuntia, B., Stojadinovic, S.C. "Shear Strength of Normal and High Strength Fiber Reinforced Concrete Beam Without Stirrups".(1999). pp.282-289.
 [16]Zhang, S.Q., Chen, H.F., Zhong, H., Leung F.M., Nick P. "Use of Concrete Admixtures to Produce Waterproof Concrete – Asia Results", 33rd Conference on Our World in Concrete & Structures, (2008). pp 25 – 27,Singapore