• Irrigating Alfalfa in California with Limited Water Supplies

About 1,000,000 acres of alfalfa are irrigated in California. This large acreage coupled with a long growing season make alfalfa the largest agricultural user of water, with annual water applications of 4,000,000 to 5,500,000 acre-feet.

Evapotranspiration

The crop water use or evapotranspiration (ET) is evaporation of water through leaves of the water uptaken by the plant and direct evaporation from the soil. Seasonal values of alfalfa ET range from about 33 inches in the Intermountain Area of northern California to about 60 inches in the Imperial Valley (Table 1). The different values, obtained from a recent study on alfalfa ET reflect climate characteristics of the various locations.

Table 1. Seasonal ET of fully-irrigated alfalfa for various locations in California

Site Seasonal ET (inches) Imperial Valley 61 Central Valley 54 Scott Valley 35 Tulelake 38

Alfalfa yield is directly related to ET with yield increasing in a straight-line manner as seasonal ET increases. Maximum yield occurs for maximum ET which depends on the climate characteristics. Insufficient soil moisture reduces the ET to values smaller than maximum ET and causes a yield loss.

Effect of a Limited Water Supply

Drought conditions can limit water supplies to levels smaller than needed for maximum yield. Several options are available for alfalfa growers to cope with a reduced water supply, but the bottom line is that yields will be reduced compared to normal water supply conditions.

Options for Limited Water Supplies

Reduce the irrigated acres (reduced acres option)

Fully irrigated the reduced acres to obtain maximum yield for the crop season.

The amount of acre reduction depends on the amount of available irrigation water

No irrigation on the remaining acres, which will result in a yield loss on those acres

The critical irrigation is the first irrigation after cutting.

Stretch the limited water supply with efficient management of flood or sprinkle irrigation. Use Table 2 to determine the amount of water that should be applied during irrigation. A detailed description of using the Table 2 data can be found in chapter 7 of the manual, Irrigated Alfalfa Management for Mediterranean and Desert Zones. This manual can be order online at http://anrcatalog.ucdavis.edu/Items/3512.aspx.

Table 2. Historical alfalfa crop evapotranspiration (inches per day).



Shafter Five Points Parlier Davis Nicolaus Durham McArthur Brawley Jan 1-15 0.03 0.04 0.03 0.03 0.03 0.03 0.02 0.07 16-31 0.05 0.05 0.04 0.05 0.04 0.05 0.03 0.09 Feb 1-15 0.07 0.06 0.06 0.06 0.06 0.06 0.04 0.10 16-30 0.09 0.09 0.08 0.09 0.09 0.09 0.07 0.13 Mar 1-15 0.11 0.11 0.10 0.09 0.09 0.09 0.08 0.16 16-31 0.14 0.15 0.13 0.14 0.12 0.12 0.11 0.19 Apr 1-15 0.19 0.20 0.17 0.18 0.15 0.16 0.14 0.22 16-30 0.20 0.22 0.19 0.20 0.18 0.17 0.14 0.25 May 1-15 0.24 0.26 0.22 0.23 0.21 0.21 0.18 0.28 16-31 0.26 0.27 0.24 0.24 0.21 0.22 0.19 0.29 Jun 1-15 0.27 0.29 0.26 0.28 0.24 0.25 0.22 0.31 16-30 0.28 0.30 0.27 0.29 0.26 0.26 0.25 0.32 Jul 1-15 0.28 0.30 0.27 0.29 0.26 0.27 0.27 0.31 16-31 0.26 0.28 0.25 0.27 0.25 0.25 0.25 0.29 Aug 1-15 0.25 0.28 0.24 0.26 0.24 0.24 0.25 0.29 16-31 0.23 0.25 0.22 0.24 0.21 0.21 0.22 0.28 Sep 1-15 0.21 0.23 0.19 0.21 0.19 0.19 0.18 0.26 16-30 0.18 0.20 0.15 0.18 0.16 0.16 0.14 0.22 Oct 1-15 0.16 0.17 0.13 0.16 0.13 0.14 0.12 0.19 16-31 0.12 0.13 0.09 0.12 0.09 0.10 0.08 0.15 Nov 1-15 0.08 0.10 0.07 0.09 0.07 0.07 0.05 0.12 16-30 0.06 0.07 0.04 0.06 0.05 0.05 0.03 0.10 Dec 1-15 0.05 0.05 0.03 0.05 0.03 0.04 0.02 0.07 16-31 0.03 0.03 0.02 0.04 0.04 0.03 0.02 0.07

Fully irrigate the early harvests; no irrigation on the remaining harvests (full / deficit option).

Irrigate the entire field during the first part of the crop season

Fully irrigate the early harvests, which usually have the highest yield and quality compared to the later harvests

The number of early harvests that can be fully irrigated will depend on the amount of available irrigation water

No irrigation of the later harvests, which will result in a yield loss.

The critical irrigation is the first irrigation after a cutting

Both flood and sprinkle irrigation can be used with this strategy

Stretch the limited water supply with efficient management of flood and sprinkle irrigation

Distribute the limited water supply over the entire field throughout the crop season.

Irrigate the entire field with a reduced amount of irrigation water applied between cuttings for the crop season. Options for applying reduced amounts of water are: Decrease the number of irrigations between cuttings (practical for both flood and sprinkle irrigation), Decrease the amount applied per irrigation (practical for sprinkle irrigation, but not for flood irrigation).

Yield loss will occur over the entire field

Apply water as efficiently as possible to reduce surface runoff and deep percolation losses

Practical for both flood and sprinkle irrigation

Reduce the amount of applied water per irrigation

Irrigate the entire field with a reduced amount of water for the crop season by decreasing the amount of water applied during each irrigation.

Yield loss will occur over the entire field.

Avoid using this strategy for small amounts of available irrigation water which may result in yields that are uneconomical to harvest. Also, a larger percentage of the applied water can be lost by evaporation from the soil surface for small applications compared to larger applications.

Small applications of water are difficult to achieve with flood irrigation; small applications are possible with sprinkle irrigation but this approach may be inconvenient required very small irrigation set times.

Which Option is the Best?

The best option is the one which realizes the highest profit. Factors affecting the profit include the total alfalfa yield of the field, price of alfalfa, costs that vary with irrigated acres/number of cuttings such as harvest and irrigation costs, and fixed costs that do not vary with irrigated acres/number of cuttings, such as farm equipment, buildings, etc. since these costs were incurred prior to the conditions of limited water supplies.

The effect of the reduced acres and full/deficit options on yield and net returns was evaluated using yield and ET data from commercial fields located in the Imperial Valley, southern San Joaquin Valley, and southern Sacramento Valley. Results showed that either option was viable for the San Joaquin and Sacramento Valleys, while the full/deficit option was the best for the Imperial Valley.

The options of reduced number of irrigations and reduced applications per irrigation could not be evaluated because of the lack of data on the effect on yield of applying water amounts smaller than needed for fully irrigated conditions.

Stretching a Limited Water Supply

Applying water as efficiently as possible is needed to stretch a limited water supply. This means reducing surface runoff and deep percolation losses.

Flood Irrigation

Surface runoff generally is the main loss with flood irrigation. Surface runoff occurs due to the large amount of water ponded on the soil surface during irrigation. After the irrigation water is terminated or cutoff, the ponded water continues to flow down the field. If the cutoff time is large, excessive runoff will occur.

Surface runoff can be greatly reduced by cutting off the irrigation water when the water reaches 80 to 90 percent of the field length. Surface runoff was reduced from 2.8 inches of water to 0.5 inches by reducing the cutoff time from 800 minutes to 600 minutes for a flood system that required 650 minutes for the water to reach the end of the field (figure 1).

Figure 1. Effect of reducing the irrigation water cutoff time on surface runoff. The check inflow rate was 950 gallons per minute. The time required for the water flowing across the field to reach the end of the field was 650 minutes. For the cutoff time of 600 minutes which was smaller than the time to reach the end of the field, surface runoff still occurred due to the amount of water ponded on the soil surface

Recovering and reusing the surface runoff should also be considered. This involves installing a tailwater ditch and pond at the end of the field, collecting the runoff in the pond, and then pumping the tailwater back to the head of the field. The pump tailwater should be used to irrigated border checks not be irrigated by the main irrigation water supply. Another approach is to collect the tailwater in a pond and then use the water to irrigate another field. For more information on tailwater return systems, see Reducing Runoff from Irrigated Lands: Tailwater Return Systems, ANR publication 8225, at http://anrcatalog.ucdavis.edu/SoilWaterIrrigation/8225.aspx

Sprinkle Irrigation

Surface runoff generally is not a problem with sprinkle irrigation. Thus, the sprinkle irrigation system must be managed to reduce deep percolation. This involves reducing the irrigation set time such that the amount of applied water reflects the amount of soil moisture depletion between irrigations.

Salinity Concerns

In some areas, excessive salt accumulation in the root zone is a concern. Salinity problems can be aggravated by implementing measures that reduce deep percolation. Thus, periodic irrigations that leach the salt out of the root zone may be needed to control soil salinity.

Contributor:

Blaine Hanson, Irrigation and Drainage Specialistphone: (530) 752-4639.