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Development of an adaptive surface irrigation system

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Abstract

Cablegation is a simple system for automating surface irrigation in small- and medium-sized fields using a gated pipe. In this work, a Programmable Logic Control, PLC, was used to develop an adaptive cablegation system capable of establishing the infiltration equation in real time and then adjusting the irrigation times to the infiltration rate and field geometry. A controlling program was developed for the on-field determination of the infiltration equation, simulation of advance in each furrow, and the optimization and management of the irrigation event. The equipment was tested in three experimental stations, including a Luvissol field organized in contour terraces with furrows of various lengths. The results demonstrate the capability of the system to adapt the application times to the different furrow lengths and the gradual decrease in the soil infiltration and to recommend an application depth that optimizes the Application Efficiency. Various improvements were made to this solar-powered cablegation, resulting in a reliable surface irrigation system capable of unsupervised operation.

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Notes

  1. Thus, the Kostiakov–Lewis equation, also known as the modified Kostiakov equation, becomes \( Z = kt^{a} + f_{0} t \)

References

  • Alvarez JAR (2003) Estimation of advance and infiltration equations in furrow irrigation for untested discharges. Agric water Manag 60:227–239

    Article  Google Scholar 

  • Buchleiter G (2007) Irrigation system automation. Irrigation of agricultural crops. Am Soc Agronomy Monograph #30, 2nd edn. Am Soc Agronomy, Madison, WI, pp 181–194

    Google Scholar 

  • Burt CM, Clemmens AJ, Strelkoff TS, Solomon KH, Bliesner RD, Hardy LA, Howell TA, Eisenhauer DE (1997) Irrigation performance measures: efficiency and uniformity. J Irrig Drain Eng 123(4):423–442

    Google Scholar 

  • Ebrahimian H, Liaghat A, Ghanbarian-Alavijeh B, Abbasi F (2010) Evaluation of various quick methods for estimating furrow and border infiltration parameters. Irrig Sci 28(6): 479–488

    Google Scholar 

  • Elliot RL, Walker WR (1982) Field evaluation of furrow infiltration and advance functions. Trans ASAE 25(2):396–400

    Google Scholar 

  • Fekersillassie AB, Eisenhauer DE (2000) Feedback-controlled surge irrigation: I model development. Trans ASAE 43(6):1621–1630

    Google Scholar 

  • Furman A, Warrick AW, Zerihun D, Sanchez CA (2006) Modified Kostiakov infiltration function: accounting for initial and boundary conditions. J Irrig Drain Eng 132(6): 587

    Google Scholar 

  • Gillies MH, Smith RJ (2005) Infiltration parameters from surface irrigation advance and run-off data. Irrig Sci 24:25–35

    Article  Google Scholar 

  • Goncalves JM, Pereira LS (2009) Decision support system for surface irrigation design. J Irrig Drain Eng 135(3):343–356

    Article  Google Scholar 

  • Haie N (1984) Hydrodynamic simulation of continuous ands surged surface flow. Ph.D. Thesis, University of Utah, Logan

  • Humpheris M, Trout TJ (1990) Feedback control of Cablegation systems. Proceedings of the third national irrigation symposium. ASAE, pp 667–674

  • Humpherys AS, Fisher HD (1995) Water sensor feedback control system for surface irrigation. Appl Eng Agric 11(1):61–65

    Google Scholar 

  • Jayasudha V, Chandrasekaran D (2001) Fabrication and study of the performance characteristics of a semi-automated cablegation irrigation system. J Agric Eng 38(4):1–12

    Google Scholar 

  • Katopodes ND, Tang JH, Clemmens AJ (1990) Estimation of surface irrigation parameters. J Irrig Drain Eng 116(5):676–694

    Article  Google Scholar 

  • Kemper WD (1981) Cablegation: I. Cable controlled plugs in perforated supply pipes for automatizing furrow irrigation. Trans ASAE 24(6):1526–1532

    Google Scholar 

  • Kemper WD, Kincaid DC, Worstell RV, Heinemann WH, Trout TJ, Chapman JE, Kemper FW, Wilson M (1985) Cablegation type irrigation systems: description, design installation and performance. Draft copy, Kimberly, Idaho, USDA

  • Khatri KL, Smith RJ (2005) Evaluation of methods for determining infiltration parameters from irrigation advance data. Irrig Drain 54:467–482

    Article  Google Scholar 

  • Khatri KL, Smith RJ (2006) Real-time prediction of soil infiltration characteristics for the management of furrow irrigation. Irrig Sci 25(1):33–43. doi:10.1007/s00271-006-0032-1

    Google Scholar 

  • Kincaid DC, Kemper WD (1982) Cablegation: II. Simulation and design of the moving gated pipe irrigation system. Trans ASAE 25(2):388–395

    Google Scholar 

  • Lam Y, Slaughter DC, Wallender WW, Upadhyaya SK (2007) Machine vision monitoring for control of water advance in furrow irrigation. Trans ASABE 50(2):371–378

    Google Scholar 

  • Langat PH, Raine SR, Smith RJ (2007) Errors in predicting furrow irrigation performance using single measures of infiltration. Irrig Sci 25:339–345

    Article  Google Scholar 

  • Luz PB, Heermann D (2005) A statistical approach to estimating runoff in center pivot irrigation with crust conditions. Agric Water Manag 72:33–46

    Article  Google Scholar 

  • Moravejalahkami B, Mostafazadeh-Fard B, Heidarpour M, Abbasi F (2009) Furrow infiltration and roughness prediction for different furrow inflow hydrographs using a zero-inertia model with a multilevel calibration approach. Biosyst Eng 103:374–381

    Article  Google Scholar 

  • Oyonarte NA, Mateos L, Palomo MJ (2002) Infiltration variability in furrow irrigation. J Irrig Drain Eng 128(1):26–33

    Article  Google Scholar 

  • Pérez C, Camacho E, Roldán J, Alcaide M, Reca J (1995) A control system of furrow irrigation in real time. Phys Chem Earth 20(3–4):351–358

    Article  Google Scholar 

  • Reddell DL, Latimer EA (1987) Field evaluation of an advance rate feedback irrigation system. In: Irrigation systems for the 21st Century. Proceedings/Irrigation & Drainage Div., ASCE, Portland, Oregan. pp 317–324

  • Sanchez CA, Zerihun D, Strelkoff TS, Clemmens AJ, Farrell-Poe KL (2008) Development of management guidelines for efficient irrigation of basins on sandy soils. Appl Eng Agric 24(2):215–224

    Google Scholar 

  • Santos FL, Reis JL, Martins OC, Castanheira NL, Serralheiro RP (2003) Comparative assessment of infiltration, runoff and erosion of Sprinkler irrigated soils. Biosyst Eng 86(3):355–364

    Article  Google Scholar 

  • Sepaskhah AR, Bondar H (2002) Estimation of manning roughness coefficient for bare and vegetated furrow irrigation. Biosyst Eng 82(3):351–357

    Article  Google Scholar 

  • Shahidian S, Serralheiro RP, Silva LL (1998) Real time management of furrow irrigation with a cablegation system. In: Pereira LS, Gowing JW (eds) Water and the environment: innovation issues in irrigation and drainage. ICID-CIID, E & Spon, London, pp 149–155

    Google Scholar 

  • Sousa PL, Cameira MR, Monteiro A (1992) Funcionamento e gestão do sistema Cabo-rega. In: Desenvolvimento de equipamentos mecanizados para rega de gravidade, ISA

  • Souza F (1981) Non-linear hydrodynamic model of furrow irrigation. PhD thesis, University of California, Davis, Calif

  • Strelkoff T, Clemmens AJ (1981) Dimensionless stream advance in sloping borders. ASCE J Irri Drain Div 107(4):361–382

    Google Scholar 

  • Stringham GE, Keller J (1979) Surge flow for automatic irrigation. Proceedings of 1979 irrigation and drainage division specialty conference, Albuquerque, NM, July 17–20

  • Walker WD (1999) SIRMOD II surface irrigation design, evaluation and simulation software–User’s guide and technical documentation, Utah State University, Logan, Utah

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Authors

Corresponding author

Correspondence to S. Shahidian.

Additional information

Communicated by T. Trooien.

Appendix 1: Some parameters of the irrigation events in year 2 at the Divor Station

Appendix 1: Some parameters of the irrigation events in year 2 at the Divor Station

Irrigation event

Gate opening (diam, mm)

Max. flow rate (L s−1)

tm (min)

tl (min)

k

a

Manning’s roughtness, n

Application depth (mm)

Recommended

Applied

1

43

1.6

36.5

78.5

8.93

0.29

0.065

24

24

2

23

0.65

40

87

3.5

0.33

0.060

8

8

3

23

0.65

36

77

3.13

0.32

0.055

8

7

4

23

0.65

34

70

1.97

0.35

0.055

7

8

5

23

0.65

28

59

1.97

0.35

0.050

8

8

6

23

0.65

32

65

3.26

0.25

0.050

9

9

7

23

0.65

32

65

3.26

0.25

0.050

9

9

8

23

0.65

29

60

2.37

0.31

0.048

8

8

9

23

0.65

28

57

2.38

0.28

0.045

5

11

11

23

0.65

33

68

3.2

0.27

0.052

7

11

12

23

0.65

31

63

3.04

0.26

0.052

7

11

14

23

0.65

31

63

3.04

0.26

0.050

6

10

16

23

0.65

29

58

2.89

0.24

0.045

6

10

17

23

0.65

26

54

1.75

0.35

0.045

4.4

7

19

23

0.65

24

48

1.76

0.29

0.040

4

7

20

23

0.65

29

50

0.61

0.27

0.048

7

10

21

18

0.47

34

68

2.37

0.23

0.050

5

6

22

15

0.38

58

112

5.59

0.11

0.060

7

7

23

15

0.38

39

74

2.11

0.22

0.060

5

6

25

23

0.65

29

59

2.57

0.27

0.045

6

10

26

23

0.65

27

54

2.22

0.26

0.045

4.4

8

27

23

0.65

27

54

2.22

0.26

0.045

4.4

4.4

28

23

0.65

27

54

2.22

0.26

0.045

4.4

4.4

29

23

0.65

27

54

2.22

0.26

0.045

4.4

4.4

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Shahidian, S., Serralheiro, R.P. Development of an adaptive surface irrigation system. Irrig Sci 30, 69–81 (2012). https://doi.org/10.1007/s00271-011-0262-8

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  • DOI: https://doi.org/10.1007/s00271-011-0262-8

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