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Urbanization of Irrigated Land and Water Transfers

 A USCID Water Management Conference Scottsdale, Arizona May 28-31, 2008

USCID The U.S. society for irrigation and drainage professionals

Edited by Robert S. Gooch (Salt River Project), Susan S. Anderson (U.S. Committee on Irrigation and Drainage)

Published by U.S. Committee on Irrigation and Drainage 1616 Seventeenth Street, #483 Denver, CO 80202 Telephone: 303-628-5430 Fax: 303-628-5431 E-mail: stephens@uscid.org Internet: www.uscid.org

IMPERIAL IRRIGATION DISTRICT EFFICIENCY CONSERVATION DEFINITE PLAN: ON-FARM CONSERVATION OPPORTUNITIES AND COSTS

Byron Clark, P.E., John R. Eckhardt, Ph. D., P.E., Jack Keller, Ph. D., P.E., Grant G. Davids, P.E.

ABSTRACT

Water use in the West is changing, and nowhere is that being felt more acutely than in the Imperial Irrigation District (IID), a 450,000-acre district in Southern California where longstanding agricultural water users are under intense pressure to transfer water to the region’s ever-thirsty and ever-expanding urban areas. Four years ago, the District agreed to launch a massive conservation program that would free up roughly 10 percent of its water for transfer to San Diego and others. The heart of the agreement called for IID to generate more than 300,000 acre-feet annually through a combination of District and voluntary on-farm efficiency conservation savings. In 2007, IID completed their Efficiency Conservation Definite Plan (Definite Plan) that outlined strategies for both delivery system and on-farm water savings. This paper, one of seven in this conference detailing the findings of the Definite Plan, addresses on-farm conservation.

On-farm conservation opportunities were evaluated by defining conservation families, which are made up of individual seasons for unique fields with similar crops, soils, and irrigation methods. Members of each conservation family are expected to respond similarly when incentives for conservation are offered. Sets of applicable conservation measures were identified for each conservation family. Incremental costs of implementing conservation measures were estimated for each field and crop season uniquely. The change in water deliveries resulting from implementation of each applicable conservation measure for each field and crop season was estimated based on the characteristics of the measure and the historical potentially conservable water. The resulting set of applicable conservation measures, projected costs, and estimated water savings for each field and season were used to simulate grower responses to a variety of incentive offerings under a voluntary conservation program.

Over 100,000 unique field-seasons from the 1998 to 2005 water years were evaluated. Typical net implementation costs ranged from $35 per acre per year for management based conservation measures to more than $800 per acre per year for capital-intensive conservation measures with pressurized irrigation. Typical savings ranged from zero acre-feet per acre per year for field-seasons with historically high performance to more than 1.5 acre-feet per acre per year for capital-intensive conservation measures on fields with historically low performance. The substantial variability in implementation costs and water savings among field-seasons results in a wide range of implementation costs per acre-foot conserved, which has important implications on the design of incentives for on-farm conservation.

OVERVIEW

Water use in the West is changing, and nowhere is that being felt more acutely than in the Imperial Irrigation District, a 450,000-acre district in Southern California where longstanding agricultural water users are under intense pressure to transfer water to the region’s ever-thirsty and ever-expanding urban areas. Four years ago, the District agreed to launch a massive conservation program that would conserve about 10 percent of its water for transfer to San Diego and others. The heart of the agreement called for the District to generate more than 300,000 acre-feet annually through a combination of District and voluntary on-farm efficiency conservation savings. In 2007, IID completed their Efficiency Conservation Definite Plan (Definite Plan) that outlined strategies for both delivery system and on-farm water savings. This paper, one of seven detailing the findings of the Definite Plan, addresses on-farm conservation.

On-farm water conservation, along with conservation from improvements to the delivery system and its operation, will represent a major component of the water conserved as part of the Definite Plan. Imperial Valley growers will need to collectively conserve at least 130,000 acre-feet and potentially a much larger share of the total needed to satisfy the transfer agreement. Conserved water will be generated through implementation of conservation measures rather than through decreased consumptive use (fallowing), with the net effect of maintaining or increasing agricultural production.

Historical cropping and water use data were compiled and used to evaluate on-farm conservation opportunities and costs. The period of analysis was selected as water years (WY) 1998 through 2005 to provide a baseline data set. A “water year” consists of the period from October 1 through September 30. Because the dataset evaluated contained some information for crops planted prior to October 1998 or harvested after September 2005, the dataset represents approximately 8.3 water years. On-farm conservation opportunities were evaluated by first defining conservation families, which are made up of individual seasons for unique fields with similar crops, soils, and irrigation methods. Members of each conservation family are expected to respond similarly when incentives for conservation are offered. Water delivery and calculated crop evapotranspiration (ET) were used to estimate the portion of applied water not consumed and potentially conservable for each field and season in each conservation family. The applied water not consumed as ET was further divided into quantities leaving the field as tailwater (surface runoff) and tilewater (deep percolation).

Sets of applicable conservation measures were identified for each conservation family. Incremental costs of implementing conservation measures were estimated uniquely for each field and crop season based primarily on the field size, crop, and season length. The projected change in water deliveries resulting from implementation of each applicable conservation measure for each field and crop season was estimated based on the characteristics of the measure and the historical potentially conservable water. The resulting set of applicable conservation measures, projected costs, and estimated water savings for each field and season were used to simulate grower responses to a variety of incentive offerings under a voluntary conservation program.

CONSERVATION FAMILIES

As described previously, conservation families consisting of individual seasons for unique fields were developed based on similar crops, soils, and irrigation methods, based on the expectation that similar field-crop seasons will respond similarly when offered conservation incentives. This section describes the development of irrigation method families, soil families, and crop families. The combination of these families into conservation families is also discussed.

Irrigation Method Families

The most common irrigation methods used in IID are flat (graded border), row (furrow), sprinkle, drip, and gated pipe. A very small number of fields are also irrigated using level basins. For a given field and season, more than one irrigation method may be used. For example, many crops are established using sprinkle irrigation, which is then followed by surface irrigation methods (row or flat). For purposes of defining the irrigation method families, five primary irrigation methods were defined: Flat (F), Row (R), Sprinkle (S), Drip (D), and Combination (C). The combination method is used to classify the irrigation method for field-seasons where between 10% and 70% of the seasonal volume applied is applied with sprinklers and between 30% and 90% is applied using row irrigation or gated pipe. The drip irrigation method family includes all forms of micro irrigation. The row method family includes gated pipe in addition to conventional furrow irrigation. The total acre-feet of deliveries and percentage of water delivered over the period of analysis for each irrigation method family are provided in Table 1.

TO VIEW Table 1, DOWNLOAD PDF. 

Soil Families

Irrigation performance and management opportunities for a given crop and method vary in part due to differences in soil physical characteristics. Based on a review of available soils data and discussions with local growers, Imperial Valley soils were grouped into three classes (or families). The classes were based on permeability (saturated hydraulic conductivity) and cracking potential (linear extensibility percentage). The three classes are light soils (L), heavy soils (H), and heavy-cracking soils (C). Soil characteristics were quantified based on the Natural Resources Conservation Service State Soil Survey Geographic Database (SSURGO), which contains detailed spatial and tabular data describing the soils of the Imperial Valley as well as many other regions. 

Soils are believed to have a strong influence on the absolute and relative magnitude of tailwater and tilewater production, impacting irrigation performance and the potential for water conservation. On light soils, infiltration continues at substantial rates after ponding and deep percolation losses may occur. On heavy non-cracking soils, infiltration is limited by low permeability and by the lack of cracks that could otherwise result in preferential flow. On heavy-cracking soils, infiltration occurs primarily through surface cracks that seal shortly after ponding. The choice of appropriate conservation measures and the resulting impact on losses varies substantially among soil families. The total acre-feet of deliveries and percentages of the total water delivered over the period of analysis for each soil family are provided in Table 2.

 TO VIEW Table 2, DOWNLOAD PDF.

 Crop Families

A diverse mix of crops is grown in the Imperial Valley including alfalfa, Bermuda grass (for hay), Sudan, sugar beets, and wheat as well as a variety of truck and horticultural crops including carrots, onions, lettuce, asparagus, broccoli, cantaloupes, sweet corn, lemons, grapefruit, and date palms to name a few. The Imperial Irrigation District maintains a list of over 170 unique codes used to track cropping and other water uses such as leaching of salts from the root zone. IID crops were grouped into nine general families based on anticipated responses to conservation incentives. Except as influenced by soil and irrigation methods, growers of crops within a crop family are expected to incur similar production costs, exhibit similar water ordering behaviors, and produce similar fractions of tailwater and tile water for any given level of performance. The nine crop families and corresponding total deliveries over the period of analysis are listed in Table 3.

TO VIEW Table 3, DOWNLOAD PDF.

Note that although sugar beets and wheat may be considered field crops, they are grown extensively enough in the Imperial Valley that they were assigned to unique crop families. The field crops family consists primarily of Sudan and cotton.

Conservation Families

Conservation families were formed from unique combinations of irrigation method soil, and crop families. Based on the 5 method families, 3 soil families, and 9 crop families, there are 135 (5 x 3 x 9) unique possibilities. Conservation families are formed to create groups of crop season data representing existing fields and recent past conditions in the Imperial Valley. Some combinations of method, soil, and crop are not typically or have never been observed in the Imperial Valley. Thus, for example, a conservation family was not created for sprinkle-irrigated Bermuda on either light, heavy, or cracking soils. Following the implementation of conservation measures in the future, there may be a substantial number of sprinkle-irrigated Bermuda fields; however, historically there have been very few such fields in the Valley.

Based on observed patterns of cropping with respect to soils and irrigation methods, 54 unique conservation families were formed for analysis including 21 flat-irrigated families, 18 row-irrigated families, and 15 combination-, drip-, and sprinkle-irrigated families. The top-twenty conservation families based on total deliveries during the period of analysis are listed in Table 4. The water delivered to these twenty families represents more than 83% of all recorded agricultural water deliveries during the period of analysis.

TO VIEW Table 4, DOWNLOAD PDF.

HISTORICAL ON-FARM WATER USE AND POTENTIALLY CONSERVABLE WATER

A major element of the Definite Plan on-farm analyses involved assessing the potential water savings that could be achieved if conservation measures were adopted by growers in response to financial incentives to conserve water. This was approached through the development of water balances for individual fields and crop seasons, or “field-seasons,” which enabled characterization of historical water delivery, crop water use, and water discharged as tailwater and tilewater. Historical field-season water balances over the analysis period established baseline water use, providing a basis for estimating potential water savings, field by field, and season by season.

TO VIEW Figure 1, DOWNLOAD PDF.

Figure 1. Conceptual Diagram of On-Farm Flow Paths. 

Crop Evapotranspiration

Crop evapotranspiration (ET) is typically the largest outflow path in the field-season water balance. Crop ET was estimated by applying the daily water balance model to estimated potential ET (ETp) based on the dual crop coefficient approach described in FAO Irrigation and Drainage Paper No. 56 (Allen et al, 1998). Based on the daily model, total ETp was disaggregated into ET derived from delivered water and ET derived from precipitation. Estimates of ETp are representative of ideal or nearly ideal growing conditions and may lead to overestimates of actual crop ET. In order to evaluate differences between actual ET under field conditions and potential ET from the crop coefficient approach, an independent analysis of ET was performed using the Surface Energy Balance Algorithm for Land (SEBAL®) on a monthly time step for the 1998 water year. The SEBAL model calculated actual ET (ETa) based on information contained in LandSat Satellite imagery for each approximately ¼-acre image pixel (30 m by 30 m) in liD. The results of the SEBAL analysis were compared to potential ET from the FAO56 approach, and adjustment factors were developed to correct estimated ETp to ETa under Imperial Valley conditions. The resulting “inference factors” are the ratio of ETa to ETp for individual conservation families as presented in Table 5. Note that where the second letter of the family code is “A,” the results represent the combination of all soil types for a particular crop and irrigation method combination. SEBAL ET results were validated by an independent water balance performed by Keller-Bliesner Engineering (2007). Total inflows and outflows for liD were quantified for the 1998 water year (excluding ET), and used to solve for ET as a closure term. Total crop ET was estimated as the total consumptive use minus the sum of canal evaporation; municipal and industrial consumption; and ET from other sources including drains, rivers and other non-ag land. For the cropped area, the total ET estimated using SEBAL was 1,838.6 thousand acre-feet (kaf) compared to 1,827.0 kaf based on water balance results, agreeing within 1%. The SEBAL results fell well within the water balance 95 percent confidence interval for crop ET of 5.1%.

Consumptive Use Fraction

The Consumptive Use Fraction (CUF) was calculated for each field-season in the period of analysis based on the estimated actual crop ET, net of precipitation, divided by the total llD recorded deliveries during the season. The CUF provides a means of normalizing water conservation potential among field-seasons. Within a given conservation family, a field-season with a low CUF will have relatively more potential for conservation than a field-season with a high CUF if the same conservation measure is implemented on both fields. As an example, the resulting cumulative CUF distribution for flat-irrigated mature alfalfa on cracking soils (FCAM) is provided in Figure 2. TO VIEW, DOWNLOAD PDF. Figure 2. Cumulative CUF Distribution and Summary Statistics for Conservation Family FCAM (Flat-Irrigated Mature Alfalfa on Cracking Soils) (1998 through 2005). The remaining field seasons not passing the quality control checks were randomly assigned a CUF value so that they would fall within the representative distribution. Then, the ET associated with the field-season was recalculated based on the delivered water records and the CUF values to maintain closure of the water balance. Delivered water values were not adjusted because of the reliance of other quality control analyses related to the liD distribution system on the delivered water records for individual field-seasons.

 Tailwater (Surface Runoff) Production

Tailwater production for individual field-seasons was estimated by developing empirical relationships between CUF values and tailwater fractions (ratio of tailwater production to total delivered water) developed from a database of irrigation events. These included a total of more than 1,300 irrigation events during which tailwater production amounts were measured along with the water delivery to the field.

For each unique combination of surface irrigation method family (flat and row) and soil family (light, heavy, and heavy-cracking), the distribution of tailwater fractions was assembled from the monitored events. Additionally, the distribution of CUF values for each method-soil family was generated from the set of fields used to develop the ET inference factors for the 1998 water year. It was assumed that fields within a soil-method family with the least tailwater production tend to have the greatest CUF, and vice-versa. Then, relationships between tailwater fraction and CUF were developed by pairing the 90 percentile CUF with the 10 percentile tailwater fraction, the 80 percentile CUF with the 20th percentile tailwater fraction, and so on. Relationships developed for flat- and row-irrigated soil-method families are presented in Figures 3.a and 3.b, respectively.

TO VIEW, DOWNLOAD PDF.

 The relationship for row-irrigated fields on heavy soils was developed based on the results for flat-irrigated fields on heavy soils due to only a limited set of empirical data for row-irrigated fields on heavy soils.

Similar relationships were developed for sprinkle- and combination-irrigated families based on collective professional judgment by the project team. It was assumed that drip irrigation produces no tailwater. Figure 3.a. Relationship of Tailwater Fraction to CUF for Flat-Irrigated

Soil-Method Families.

Figure 3.b. Relationship of Tailwater Fraction to CUF for Row-Irrigated

Soil-Method Families.

Tilewater (Deep Percolation) Production

Tilewater production as a fraction of deliveries was estimated for each soil-method family based on the CUF-tailwater relationships developed from the tailwater monitoring data. It was assumed that both the head ditch seepage and evaporation are relatively small on-farm flow paths, and the change in soil moisture storage is relatively small across the season. Therefore, the fraction of deliveries that leaves the field as tailwater and tilewater must equal the fraction of deliveries that are not consumed by crop ET. Thus, the tilewater fraction is expressed by:

where fri is the tilewater fraction and fra is the tailwater fraction. The volumetric tilewater production is simply the delivered water volume multiplied by the tilewater fraction.

Summary

The on-farm water balance construct (Figure 1) was used in conjunction with available data and models to develop estimates of delivered water, crop evapotranspiration, tailwater, and tilewater for more than 100,000 individual field-seasons within the period of analysis. These water balances provide a basis for estimating the impacts of implementing conservation measures at the field-scale. A summary of the results of the historical on-farm water use analysis for the top twenty conservation families is provided in Table 6.

 ON-FARM CONSERVATION MEASURES AND COSTS

Conservation measures (CMs) likely to be considered when water conservation incentives are offered were identified through consultation with Imperial Valley growers. The range of potential measures identified includes measures that are currently in use in the Valley as well as those that may be considered in the future. A subset of CMs was selected for detailed characterization of costs and water savings. CMs were selected to provide a representative set for analysis. The selection was made based on grower interest, applicability, cost, potential water savings, and delivery system impacts. In program implementation, the expectation is that growers will be allowed wide latitude in selecting the most cost effective measures for their operations. A list of the conservation measures included in the analysis is provided in Table 7. The applicability of a given CM to a given conservation family requires that the CM be compatible with the irrigation method, soil, and crop present. The applicability of each CM to each conservation family was evaluated by considering any constraints limiting the ability to implement the measure or its effectiveness 

TO VIEW Table 6, DOWNLOAD PDF.

1. Corresponds to top twenty families only.

2. Corresponds to all families

TO VIEW Table 7, DOWNLOAD PDF. 

Incremental Implementation Costs

The net on-farm costs of implementing selected CMs were estimated by considering capital costs, maintenance costs, and operations costs as well as additional costs and benefits of CM adoption. In all cases, the cost of CM adoption was estimated as an incremental cost above existing irrigation costs. Incremental costs were calculated as the  difference between the total implementation cost and the current cost of irrigation, including consideration of additional management time needed to implement each CM. Cost estimates were developed through consultation with irrigation equipment on-farm construction contractors, and Imperial Valley growers. On-farm CM demonstrations provided a valuable source of input from growers regarding actual implementation costs. Additional information describing the studies may be found in Brooks et al. (2008). Budgets were developed across a range of field sizes and crop types to develop cost functions for estimating unique costs for individual combinations of CM, conservation family, and field size. Each cost function consists of annual capital and maintenance costs, expressed as a base cost per field plus an additional cost per acre along with seasonal operating costs, expressed as a base cost per field plus an additional cost per acre.

Example cost functions for scientific irrigation scheduling and tailwater recovery systems with reservoirs are shown in Figures 4 and 5, respectively. In the case of irrigation scheduling, the costs are shown as seasonal operating costs for different crops, which vary due to differences in irrigation practices and season length. For tailwater recovery systems, the costs are shown as annual capital and maintenance costs that vary for different reservoir sizes. The point costs in Figure 5 represent individual budgets developed for alterative tailwater recovery system (TRS) configurations. In all, a total of 145 unique CM implementation budgets were developed and used to estimate the CM cost functions.

Additional costs and benefits of CM adoption included yield changes, fertilizer cost savings, and reduced water costs. The cost (or benefit) of yield changes was estimated based on anticipated changes in crop ET either due to changes in the cropped area .

TO VIEW Figure 4, DOWNLOAD PDF.

Figure 5. Capital and Maintenance Costs for Tailwater Recovery Systems with Reservoirs. crop area lost for installation of a reservoir) or due to changes in crop vigor (i.e., resulting from more uniform irrigation). The change in crop ET was translated into a change in returns, net of harvest costs, estimated from Imperial Valley Agricultural Commissioner crop reports and Cooperative Extension cost and return studies. For drip and sprinkle irrigation, potential yield increases were estimated empirically based on historical drip and sprinkle adoption rates in the Imperial Valley. Fertilizer savings for each CM-conservation family combination were estimated on a seasonal basis from aggregate water savings estimates, and in-season fertilizer cost estimates were made from Cooperative Extension cost-return studies. It was assumed that reductions in losses (tailwater and tilewater) following CM adoption would result in proportional reductions in fertilizer losses for in-season applications. Reduced water costs for each field-season were calculated as the product of the water rate (estimated to be $17 per acre-foot) and the estimated decrease in delivered water.

POTENTIAL ON-FARM WATER SAVINGS

Flow Path Impacts and Water Savings Characterization Framework  The IID water balance reveals that the main opportunity to save water on-farm is to reduce tailwater. For the large majority of IID soils, deep percolation (tilewater) is not excessively above leaching requirements. Exceptions include the roughly 10 percent of the irrigable area with light texture soils where deep percolation can easily occur or cracking soils where preferential flow through cracks below the root zone can occur.

Delivered water savings were estimated by developing estimates of the impact of CM adoption on the consumptive use fraction (CUF). Implementation of CMs by all members of a given conservation family would be expected to increase the overall CUF for the family by incrementally increasing the CUF of each field-season within the family. Additionally, members of a family would be expected to maintain rank following CM adoptions, so that a field-season with a relatively low CUF initially would remain a relatively low (though increased) CUF field following implementation. Finally, field-seasons with historically low performance are expected to experience increases in performance relative to the total potential for conservation that are less than for fields with historically greater performance. These assumptions were used to develop a rationale to estimate the increase in performance for individual field-seasons. The change in the baseline CUF distribution for a conservation family resulting from implementation of an individual CM is based on two parameters. The first parameter, CUFmax, is the maximum expected baseline CUF for which a CM is expected to result in water savings. Field seasons that have a CUF above CUFmax prior to CM implementation are expected to have no change in the CUF following implementation. The second parameter, CUFTyp,CM, is the estimated post-implementation median CUF for field-seasons with an initial CUF less than CUFmax. CUF values for individual field-seasons implementing a CM are estimated by shifting the baseline CUF value according to If: CUFBase ~ CUFmax, then, CUFcM = CUFBase Where: CUFcM is the estimated field-season CUF following CM implementation; CUFBase is the field-season CUF prior to CM implementation; and CUFmed is the median CUF for field-seasons with values below CUFmax prior to CM implementation.

 TO VIEW 2.a DOWNLOAD PDF 

TO VIEW  2.b DOWNLOAD PDF

Equation 2 was applied to each unique combination of field-season and applicable CM to estimate potential changes to the CUF (and delivered water) resulting from CM implementation.  The curve-shift parameters and resulting shifted CUF distribution are depicted graphically in Figure 6. Water savings resulting from CM implementation were further partitioned into savings resulting from reduced water orders and savings resulting from adjustment of orders after the start of delivery. For adjustments made after the start of delivery, water turned back to the distribution system must be stored, or another destination must be found to deliver the water in order to prevent it from spilling from the system. Interactions between on-farm conservation and the delivery system are discussed in detail in Thoreson et al.(2008).

TO VIEW Figure 6, DOWNLOAD PDF.

SUMMARY

Over 100,000 unique field-seasons from the 1998 to 2005 water years were assigned to conservation families based on expected similar response to incentives for adoption of conservation measures. For each field-season, a water balance was performed to estimate the amount of delivered water leaving the field as crop ET, tailwater, or tilewater. A performance indicator called the consumptive use fraction (CUF) was calculated for each field and used as a relative measure of conservation potential.

A set of representative conservation measures likely to be considered by growers under an incentive-based conservation program was identified. Each conservation measure was characterized with respect to its expected implementation costs and water savings. Implementation costs were calculated as the net cost of adoption, considering capital, maintenance, and operations costs along with incidental costs (or benefits) due to yield changes, fertilizer savings, and delivered water savings. Water savings for each unique combination of field-season and applicable CM were estimated by first estimating a change in the CUF resulting from its adoption, and then estimating the change in delivered water (after considering possible ET impacts).

A summary of the estimated typical range of costs and water savings for selected CMs on an annual basis is provided in Table 8. Cumulative distributions of the net implementation cost per acre-foot conserved for selected CMs are shown in Figure 7 for selected CMs.

TO VIEW Table 8, DOWNLOAD PDF. 

As shown in Figure 7, there is substantial variability in the implementation cost per acre-foot conserved among different field-seasons. This variability is due to differences in water savings and implementation costs among fields. As water savings approach zero, the unit cost of conservation skyrockets. The variability in implementation costs and water savings among field-seasons for different CMs has important implications to the design of incentives for on-farm conservation. The development of incentive approaches is discussed in detail in Hatchett et al. (2008).

The results of the on-farm analyses completed for the Definite Plan provide a data set of possible choices that could be made by growers for individual field-seasons when offered incentives for on-farm conservation. This data set allowed for the evaluation of alternative incentive structures as part of the planning process. Full documentation of the Definite Plan is available from the Imperial Irrigation District website at. 

TO VIEW Figure 7, DOWNLOAD PDF.

REFERENCES

 Allen, R.G., L.S. Pereira, D. Raes and M. Smith. 1998. Crop Evapotranspiration: Guidelines for Computing Crop Water Requirements. United Nations Food and Agriculture Organization, Irrigation and Drainage Paper 56, Rome, Italy. 300 pp. Brooks, B., J.R. Eckhardt and J. Keller. 2008. Bridging the Gap: Effective Strategies for Involving Growers in Technically Complex and Politically Challenging Projects. In Urbanization and Water Transfers. Proceedings from a USCID Water Management Conference, Scottsdale, AZ. HatcheR, S., R.D. Bliesner, J.R. Eckhardt and G.G. Davids. 2008. Imperial Irrigation District Efficiency Conservation Definite Plan: Alternatives for Implementing Efficiency Conservation. In Urbanization and Water Transfers. Proceedings from a USCID Water Management Conference, Scottsdale, AZ. Keller-Bliesner Engineering. 2007. IID Efficiency Conservation Definite Plan Technical Appendix 1.B. IID Water Balance Summary. Available at www.iid.com/Water/ EfficiencyConservationProgram. Thoreson, B.P., J.R. Eckhardt, G.G. Davids, A.A. Keller, and B. Clark. 2008. Imperial Irrigation District Efficiency Conservation Definite Plan: Delivery/On-Farm System Conservation Program Interrelationships. In Urbanization and Water Transfers. Proceedings from a USCID Water Management Conference, Scottsdale, AZ.