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Management of water scarcity through micro irrigation

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1 Management of water scarcity through micro irrigation
Università degli Studi di Firenze Dipartimento di Ingegneria Agraria e Forestale Management of water scarcity through micro irrigation Graziano Ghinassi – ITAL-ICID 5th Asian Regional Conference - Special session on Micro irrigation New Delhi, December 8th, 2009

2 Goals of modern on-farm irrigation
Attention to water and energy (efficient use of the resources) Low (minimal) impact on environment Economic sustainability of farmer’s activity

3 Micro irrigation has the potential to achieve these goals
Irrigation system should be: -selected according to performance and economic criteria (equipment quality, market price, …) well designed and assembled managed properly (i.e., working pressure, lateral length, …)

4 Farmers and micro irrigation
Common idea: micro=water and energy saving per se Inaccurate design Modifications to the original design Poor system maintenance Unfamiliar performance Exceeding equipment technical lifetime Complex scheduling

5 Farmers and micro irrigation
Farmers’ self-evaluation about on-farm system and practice management degree (S.E.Agr.I.T. research project): LOW: 7%; FAIR: 79%; GOOD: 14%. General excess of irrigation water (up to 160%)

6 Test and design of drip lines and system units
Ve.Pro.L.G.s 2008 Test and design of drip lines and system units

7 Test and design of drip lines and system units
Ve.Pro.L.G.s 2008 Test and design of drip lines and system units

8 SOFTWARE DATABASE Ve.Pro.L.G.s 2008 is a user-friendly application software created by the National Irrigation Laboratory of the University of Pisa (Italy) and supported by ARSIA Regione Toscana. Equipped with the characteristics of about 70 drip line models, measured according to standardized laboratory test.

9 Use: test existing drip systems, compare options for
Use: test existing drip systems, compare options for rehabilitation or new design, based on set performance and cost (water and energy) Input: data describing specific situations (type and position of manifold, drip lines length, field slopes, seasonal irrigation water supply, pressure at the inlet, etc..), costs (dripline, energy, …) and constraints (dripline lifetime, …) Output: driplines matching farmer requirements

10 Test on annual crops

11 Test on existing drip line - Annual crop
Test on drip line Design EU Test on existing drip line - Annual crop

12 Test on existing drip sector - Annual crop
Test on drip sector Lay flat Design EU Test on existing drip sector - Annual crop

13 Test and improvement on perennial crops

14 Seasonal irrigation supply
Field shape Field characteristics - Vineyard Field area Field slopes In-row plant spacing Seasonal irrigation supply

15 Manifold characteristics - Vineyard
Manifold type Monolateral Bilateral Manifold characteristics - Vineyard Double Manifold feed Central Left Right Driplines spacing

16 Test on existing drip line - Vineyard
Test on dripline Test on existing drip line - Vineyard Discharge evaluation Actual working pressure

17 Test on existing drip line - Vineyard
Design EU Test on existing drip line - Vineyard Discharge along the lateral Inlet End

18 Test on existing drip line - Vineyard
Design EU Test on existing drip line - Vineyard Pressure along the lateral Inlet End

19 Test on existing drip line - Vineyard
Design EU Test on existing drip line - Vineyard Pressure along the lateral Inlet End

20 Search for optimal pressure and EU
New option on existing drip line - Vineyard

21 Search for optimal pressure and EU
Optimization of pressure at the inlet and EU New option on existing drip line - Vineyard

22 New option on existing drip line - Vineyard
Pressure along the lateral Inlet End

23 New option on existing drip line - Vineyard
Optimal pressure at the inlet New option on existing drip line - Vineyard Pressure along the lateral Inlet End

24 New option on existing drip line - Vineyard
Optimal pressure at the inlet New option on existing drip line - Vineyard Pressure along the lateral Inlet End

25 Test on new option on existing drip line - Vineyard
Discharge along the lateral Inlet End

26 Case study

27 Annual crops (average values)
Central Italy

28 Measured EU in some drip systems
System n.

29 Water saving allowed by careful system maintenance
(estimated by Ve.Pro.L.G./s 2008)

30 Water saving allowed by careful system maintenance and Ve. Pro. L. G
Water saving allowed by careful system maintenance and Ve.Pro.L.G./s 2008 supported design

31 Apple orchard Central Italy

32 Actual operating conditions
-Lateral: LDPE PN6 Ø 20 mm -0.75 m spacing self-compensating emitters -4 l/h nominal discharge 200 kPa max inlet pressure 100 to 130 m length 4% field slope Measured EU: 58% Potential EU (estimated by Ve.Pro.L.G.s)=93.3%

33 Search for EU best options

34 Search for EU best options

35 Search for EU under given pressure (50 kPa)

36 Search for EU under given pressure (50 kPa)

37 Search for EU under given pressure (50 kPa)

38 Conclusions Farmers wish for correct resources management
The way drip systems operate is unsuitable to proper irrigation practice in many cases Users can play an important role in improving system performance Ve.Pro.L.G.s 2008 software is an effective tool

39 http:/risorseidriche.arsia.toscana.it/
Free download

40 Thank you!


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