Study on hydraulic performance of drip irrigation system under field condition

pdf
Số trang Study on hydraulic performance of drip irrigation system under field condition 8 Cỡ tệp Study on hydraulic performance of drip irrigation system under field condition 530 KB Lượt tải Study on hydraulic performance of drip irrigation system under field condition 0 Lượt đọc Study on hydraulic performance of drip irrigation system under field condition 1
Đánh giá Study on hydraulic performance of drip irrigation system under field condition
4.9 ( 21 lượt)
Nhấn vào bên dưới để tải tài liệu
Để tải xuống xem đầy đủ hãy nhấn vào bên trên
Chủ đề liên quan

Nội dung

Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 International Journal of Current Microbiology and Applied Sciences ISSN: 2319-7706 Volume 9 Number 2 (2020) Journal homepage: http://www.ijcmas.com Original Research Article https://doi.org/10.20546/ijcmas.2020.902.077 Study on Hydraulic Performance of Drip Irrigation System under Field Condition H. P. Ajay Kumar* and H. G. Ashoka College of Agricultural Engineering, UAS, GKVK, Bengaluru - 560065, Karnataka, India *Corresponding author ABSTRACT Keywords Inline drip emitter, Drip irrigation, Hydraulic parameters, Emission uniformity Article Info Accepted: 08 January 2020 Available Online: 10 February 2020 A field study was undertaken to evaluate the performance of 4 lph capacity inline drip emitter in farmer’s field at 0.75 kg/cm2 and 1.00 kg/cm2 operating pressure. The efficient water application through drip irrigation is mainly depends upon the hydraulic parameters of the system, which includes the effect of pressure on coefficient of manufacturer variation, emitter flow variation, emission uniformity, uniformity coefficient, application efficiency and distribution efficiency. The results of the hydraulic parameters evaluation revealed that the coefficient of manufacturer variation, emission uniformity, uniformity coefficient, application efficiency and distribution efficiency were found to be excellent at both 0.75 and 1.00 kg/cm2 operating pressure for all the farmers’ fields. However, among the farmers field, emitter flow variation was observed to be in only for 33.33% farmers’ fields at 1.00 kg/cm2 operating pressure and it was not acceptable at 0.75 kg/cm2 for all the farmers’ fields. transpiration demands (Karmeli and Keller, 1974). Efficient drip irrigation system needs to be free from suspended materials, organic matter, sand and clay and it is achieved by installing the different types of filters. The control valve is installed in the pumping station to maintain the required pressure head for operating the system (Hensen et al., 1980; Bralts and Wu, 1979). Introduction Drip irrigation system is defined as “an irrigation which maximises the application efficiency of water and fertilizer by allowing water drop by drop to the root zone of plants, either in to the soil surface or directly in to the root zone, through a network system of valves, pipes, tubing and emitters”. The objective of the drip irrigation is to provide continuous supply of water to each plant to meet the requirement of water for the plant to the healthy growth and to meet the The improvement of irrigation water management is becoming critical to increase the efficiency of irrigation water use and to 626 Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 reduce water losses. Drip irrigation evaluation in the field under a set of operating conditions is very important to ensure the desired discharge to all the growing crops. The four lateral lines were selected on a sub main - one at the inlet, one at the far end and the two in the middle which was at the onethird and two-thirds positions. A best and desirable feature of trickle irrigation is the uniform distribution of water and it is governed by proper design, management and adoption of the system. Ideally, a well-designed system applies nearly equal amount of water to each plant to meets its water requirements in addition to rational design and economics. The causes of the irrigation discharge variations are mainly due to manufacturing variations, pressure differences, emitter plugging, aging, frictional head losses, change in irrigation water temperature and the emitter sensitivity results in flow rate variations even between two identical emitters (Mizyed and Kruse, 2008) The four dripper positions were tested on each lateral - one at the inlet, one at the far end and the two in the middle which was at the onethird and two-thirds positions. Therefore, there were 16 measurement positions used for the study. The discharge was measured by collecting the water from individual drippers using measuring cylinders. The discharge was collected for ten minutes period and continued for different pressure ranges like 0.75 kg/cm2 and1 kg/cm2. The procedure was repeated thrice and the average of the volume of the water was considered as the discharge for a particular position (Capra and Scieotone, 1998). Materials and Methods Coefficient of Manufacturer’s Variation (Cv) Experimental site The present study was carried out during 2017-18 in the farmer’s field of different villages of Nelamangala, Devanahalli, Doddaballapura and Hosakote taluks of Bengaluru rural district. There were 15 different irrigating field involved for the study. Coefficient of manufacturer’s variation is definedastheratioofthestandarddeviationofflo wtothemeanflowforasamplenumberofemitters (Keller and Karmeli, 1974). Coefficient of manufacturer’s variation is a statistical parameter and expressed as: Hydraulic parameters for drip irrigation system Cv = * 100 …..(1) Where, Discharge of emitters = standard deviation of flow The study was conducted in the farmers’ fields having a 4 lph dripper spaced at 40 cm on laterals. The distribution of water application and discharges from emitters along the lateral are measured using ASAE Standards. The procedure was based on measurements of emitter discharge like; = qave =mean flow for a sampled number of emitters 627 Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 uniformity as per ASAE are; = * 100 𝑞1, 𝑞2, 𝑞3, 𝑞𝑛 = are the discharges (lph) n = number of emission devices tested The recommended classification of manufacturer’s coefficient of variation as per ASAE are; Emitter Cv range Classification type (%) <5 Good Point Source 5 to 10 Average 10 to 15 Marginal > 15 Unaccepted < 10 Good Line Source 10 to 20 Average > 20 Marginal 90% or greater Excellent 80 to 90% Good 70 to 80% Fair Less than 70% Poor The second method of field evaluation of emission uniformity relies on the design procedure based on estimating emitter flow variation (Wu and Gitlin, 1973 and 1974). It consists of finding the minimum and maximum pressure in the sub-units and the emitter flow variation (Qvar) was worked out using the following equation. TheEUduringthefieldtestistheratioexpressedas apercentageofaverageemitterdischargefromthe lower1/4thofemitter to the average discharge of all the emitters of the drip system (Burt et al., 1997). The average of lowest 1/4th of emitter was selected as a practical value for minimum discharge, as recommended by the United States soil conservation services for field evaluation of irrigation systems and is expressed by the equation. * 100 Ratings Emitter flow variation Emission Uniformity (Eu) 𝐸𝑈 = EU range Qvar = 100 …..(3) Where, Qvar = emitter flow variation in percentage Qmin = minimum emitter discharge rate in the system, lph Qmax = average or design emitter discharge rate, lph General criteria for Qvar values are 10 per cent or less (desirable) and 10 to 20 per cent Acceptable and greater than 25 per cent Not Acceptable. …..(2) Where, EU = the field test emission uniformity, percentage Uniformity coefficient (UC) The uniformity coefficient was worked out using Bralts and Kesner, (1982) equation. qm = average of the lowest 1/4th of the field data emitter discharge, lph 𝑞a = average of all the field data emitter discharge, (lph) The Recommended classification of emission UC = 100 (1- Vq) = 100 (1 - ) …..(4) Where, UC =Statistical uniformity coefficient (%) Vq= coefficient of variation emitter flow Sq = standard deviation of emitter flow 628 Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 qa =mean emitter flow rate, lph root zone as required and is available for plantuse (Mane et al., 2018) Recommended classification of uniformity coefficient as per ASAE are; UC range Ratings 90% or greater 80 to 90% Excellent Very good 70 to 80% Fair 60 to 70% Poor The water required in the root zone is assumed to be applied at the minimum flow rate and over the total irrigation time. Therefore, application efficiency can be expressed as, Ea = Less than Unacceptable 60% Distribution efficiency (Ed) Where, The distribution efficiency determine show uniformly irrigation water can be distributed through a drip irrigation system into the field. It can be determined from the emitter flow variation along a lateral line in a drip irrigation system layout in the field and can be expressed by the equation, lph Ed = 100 * ×100 …..(6) Ea= application efficiency, % N = total number of emitter Qmin = minimum emitter flow rate, T = total irrigation time, Vw = total volume of water applied, l Since, the mean emitter flow (Qavg) is, Qavg = The application efficiency can also be expressed as, …..(5) Where, Ea = Ed = distribution efficiency in percentage qm = mean emitter flow rate, lph qa = average absolute deviation of each emitter flow from the mean emitter flow Where, Qmin = minimum emitter flow rate, lph Qavg = average emitter flow rate, lph * 100 Results and Discussion qa = qr qavg * 100 = rated flow, lph = Average emitter flow rate, Drip irrigation system was operated under different operating pressures to study the different hydraulic parameters of drip irrigation system. For this purpose, drip irrigation discharges were measured at different operating pressures for 4 lph emitter discharge. The Average Emitter flow rate of 3.67 lph was found to be maximum at 1.00 kg/cm2 operating pressure in F2 fields and a minimum of 2.15 lph at 0.75 kg/cm2 operating pressure in F14 fields (Table 5). lph Application efficiency (Ea) The application efficiency is defined as the ratio of water required in the root zone to the total amount of water applied. It shows how well irrigation water is applied that is, what percentage of water applied is stored in the 629 Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 The coefficient of manufacturer variation of 0.0549 and emitter flow variation of 47.75 % was found maximum at 0.75 kg/cm2 operating pressure for F15 and F7 fields. It was minimum of 0.0123 and 17.12 % at 1.0 kg/cm2 operating pressure for F2 and F1 fields (Table 1 and 2). Thus, for a particular spacing, coefficient of variation and emitter flow variation and operating pressure having inverse relation for all emission devices. To decide whether the system is good, average, marginal and excellent, it is necessary to determine the manufactures coefficient of variation either for point source or line source. It is observed that, Cv for 4 lph discharge of drippers comes under the range of classification as good for both the operating pressure. the pressure directly affect the discharge rate of emitter. Emission uniformity of the system decides the uniformity distribution of discharge by each emitter or uniformity distribution of water to each crop. The emission uniformity of 98.73% and the uniformity coefficient of 98.68% for 4 lph emitter were found to be maximum at 1.0 kg/cm² operating pressure for F1 and F3 fields. While it is minimum of 92.79% and 94.15% at 0.75 kg/cm² operating pressure for F15 field (Table 3 and 4). It is observed that EU and UC for 4 lph discharge of drippers comes under the range of classification as excellent for both the operating pressure. Thus, for a particular spacing, emission uniformity and uniformity coefficient increases as the operating pressure increases for all irrigation systems. The emission uniformity increases due to increase in the ratio of the minimum rate of discharge to the average rate of discharge. At a particular spacing emission uniformity (EU) increases due to constant emitter point throughout the lateral length. The Qvar is acceptable at 1.00 kg/cm2 operating pressure for F1, F2, F3, F4 and F6 fields. However, it is not acceptable at 0.75 kg/cm2 for all the fields. From the Table 1 and 2, it is evident that when the operating pressure of drip irrigation system is higher, coefficient of manufacturer variation and emitter flow variation is lower and therefore Table.1 Coefficient of Manufacturer variation (Cv) under different operating pressure Field No. F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 Coefficient of Manufacturer variation (Cv) (%) 0.75 (kg/cm2) 1.00 (kg/cm2) 0.0268 0.0183 0.0280 0.0123 0.0290 0.0132 0.0301 0.0238 0.0523 0.0360 0.0344 0.0274 0.0405 0.0311 0.0237 0.0197 0.0226 0.0195 0.0368 0.0300 0.0490 0.0469 0.0325 0.0317 0.0343 0.0168 0.0290 0.0238 0.0549 0.0379 630 Classification 0.75 (kg/cm2) 1.00 (kg/cm2) Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Good Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 Table.2 Emitter flow variation (Qvar) under different operating pressure Field No. F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 Emitter flow variation (Qvar) (%) 0.75 (kg/cm2) 1.00 (kg/cm2) 26.87 17.12 35.31 34.28 34.00 33.48 29.50 47.75 37.65 34.00 41.70 41.00 37.60 43.25 47.12 39.43 23.69 25.00 25.00 30.43 23.13 34.37 27.01 27.81 36.31 34.56 29.71 27.68 33.56 28.50 Classification 0.75 (kg/cm2) 1.00 (kg/cm2) Not Acceptable Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Acceptable Acceptable Acceptable Not Acceptable Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Not Acceptable Table.3 Emission Uniformity under different operating pressure Field. No. F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 Emission uniformity (EU) (%) 0.75 (kg/cm2) 95.93 95.54 95.69 94.63 95.18 94.79 94.19 94.01 93.20 94.22 93.09 93.70 93.39 93.38 92.79 1.00 (kg/cm2) 98.73 98.24 97.20 98.68 98.03 97.55 96.69 97.55 97.38 97.33 97.69 97.01 97.33 97.79 96.19 631 Classification 0.75 (kg/cm2) Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent 1.00 (kg/cm2) Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 Table.4 Uniformity coefficient (UC) under different operating pressure Field. No. Uniformity coefficient (UC) (%) 0.75 (kg/cm2) 97.19 97.02 96.93 96.99 94.76 96.65 95.95 96.93 95.97 95.45 94.48 94.45 96.34 96.94 94.15 F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 Classification 1.00 (kg/cm2) 98.07 98.77 98.68 97.63 96.45 97.25 96.68 97.62 97.73 96.82 95.10 96.82 98.31 97.61 96.20 0.75 (kg/cm2) Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent 1.00 (kg/cm2) Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Excellent Table.5 Average emitter flow rate, Application efficiency and Distribution efficiency under different operating pressure Field. No. Average emitter flow rate (lph) 0.75 (kg/cm2) 1.00 (kg/cm2) F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 2.97 3.02 2.66 2.73 2.66 2.74 2.49 2.50 2.64 2.37 2.43 2.54 2.33 2.15 2.55 3.38 3.67 3.02 3.04 2.96 3.12 2.72 2.96 2.98 2.59 2.68 2.90 2.92 2.71 3.18 Application Efficiency (Ea) (%) Distribution Efficiency (Ed) (%) 0.75 (kg/cm2) 1.00 (kg/cm2) 0.75 (kg/cm2) 1.00 (kg/cm2) 95.71 93.70 94.61 91.80 90.31 91.95 92.77 93.24 93.02 92.48 92.68 93.00 93.96 93.46 93.91 98.73 97.04 97.83 93.34 95.84 96.15 93.92 96.61 96.83 94.64 94.93 94.90 97.06 95.59 95.25 97.93 97.90 97.64 97.52 96.85 96.67 96.44 97.36 97.38 96.53 94.33 96.55 96.12 97.65 92.73 98.45 99.11 98.95 98.03 97.60 97.05 97.62 98.15 98.05 97.59 95.73 97.72 98.64 98.21 96.78 632 Int.J.Curr.Microbiol.App.Sci (2020) 9(2): 626-633 the American Society of Agricultural Engineers, 26: 1369-1374. Bralts V F; Wu I P. 1979. Emitter flow variation and uniformity for drip irrigation. St. Joseph Mich., ASAE. Capra S; Scieotone H. 1998. Water quality and distribution uniformity in drip/trickle irrigation systems. Journal of Agricultural Engineering Research,70: 355-365. Hema Krishna. 2009. Study of hydraulic parameters of drip irrigation systems in farmers’ fields under different crops. M.Tech Thesis (Unpub), Acharya N. G. Ranga Agricultural University Hensen V E; Israelson O W; Stringham G E. 1980. Irrigation Principals and Practices. Wiley International ed., New York. Karmeli D; Keller J. 1974. Trickle Irrigation Design. Rain Birdsprinkling Manufacturing Corporation, Glendora, California, 130-132. Keller J; Bliesner R D. 1990. Sprinkle and Trickle Irrigation. Van Nostrand Reinhold. New York, 3(5), 86-96. Kumar S; Singh, P. 2007. Evaluation of hydraulic performance of drip irrigation system. Journal of Agricultural Engineering, 44(2). Mane M S; Ayare B L; S S Magar. 2008, Principal of Drip Irrigation System. Jain brothers. Karnataka, 80-130. Popale PG; Bombale V T; Magar AP.2011. Hydraulic Performance of Drip Irrigation System. Engineering and Technology in India, 2 (1&2): 24-28. Safi B; Neyshabouri M R; Nuzemi A H; Massina S; Mirlatifi S M. 2007. Water application uniformity of a sub-surface drip irrigation system at various operating pressure and tape lengths. Turkish J. Agric.31: 275-285. Wu I P; Gitlin H M. 1973. Hydraulics and uniformity for drip irrigation. J. Irrig. Drain. Div. Proc. ASCE, 99 (2): 157-168. The application efficiency (Ea) and distribution efficiency (Ed) of drip irrigation system is estimated for 4 lph emitters under different operating pressure. The application efficiency of 98.73% and distribution efficiency of 99.11% found to be maximum at 1.0 kg/cm² operating pressure for F1 and F2 fields and minimum of 90.31% and 92.73% at 0.75 kg/cm² operating pressure for F5 and F15 fields (Table 5). Thus, for a particular spacing, application efficiency and distribution efficiency increases with the increased pressure of the operating system for all irrigation systems. The results are in conformity with the findings of Popale et al., (2011), SAFI et al., (2007) and Kumar and Singh (2007). In conclusion, a study was conducted to evaluate the performance of drip irrigation system under different operating pressure. Itwas observed that at a particular spacing, the emission uniformity, uniformity coefficient, application efficiency and distribution efficiency increased with increase in operating pressure. While coefficient of variation and emitter flow variation were decreased for all farmers field. By considering all the above calculated hydraulic parameters, only 5 (33.33%) farmers field showed a better hydraulic efficiency (Emmittor flow variation) by meeting the standards set by ASCE. References Bralts V F; Kesner C D. 1982. Drip irrigation field uniformity estimation. Transactions of How to cite this article: Ajay Kumar, H. P. and Ashoka, H. G. 2020. Study on Hydraulic Performance of Drip Irrigation System under Field Condition. Int.J.Curr.Microbiol.App.Sci. 9(02): 626-633. doi: https://doi.org/10.20546/ijcmas.2020.902.077 633
This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.