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Freddie R.
Lamm, Research Irrigation Engineer
flamm@oznet.ksu.edu
Loyd R.
Stone, Research and Teaching Soil Scientist
lrstone@ksu.edu
Danny H.
Rogers, Extension Irrigation Engineer
drogers@falcon.bae.ksu.edu
The profitability of converting from furrow surface irrigation to a center pivot sprinkler irrigation system depends upon a number of factors. These include a) the pumping capacity of the irrigation well, b) the cost of converting to the sprinkler irrigation system and loan repayment period, c) changes (if any) in irrigated acreage, and d) comparative irrigated crop yields for the old and new systems. Labor savings are also commonly thought to be a major consideration in switching from furrow surface irrigation to center pivot irrigation systems. Other factors considered include long run crop prices, production costs, and tax-related depreciation and interest deductions for the pivot system investment.
Center Pivot Sprinkler Investment Costs & Tax
Deductions
Current budget estimates from KSU Farm Management Guide MF-836 (Irrigation
Capital Requirements and Energy Costs) as well as irrigation industry cost
projections are used to estimate the purchase cost of a sprinkler irrigation
system (Table 1). An additional
$4,500 is budgeted to modify the existing well pump for the higher pressure
requirements of sprinkler irrigation. The total cost of the pivot sprinkler
system is projected to be $45,209, including a standard 7 tower pivot system
with drops, low drift nozzles, underground pipe from the field edge to the
Table 1.
Capital Requirements for a Center Pivot irrigation System (125 acres).
|
Item |
Feet |
Price/ft |
Costs |
| Standard 7 Tower Center Pivot |
|
|
|
|
System Base Price |
1,320 |
|
$28,000 |
|
Drops on 80” Spacing |
|
|
2,100 |
|
Low Drift Nozzles |
|
|
2,400 |
|
38” x 11.2 Tires |
|
|
3,000 |
|
8”
Underground Pipe |
1,320 |
$2.52 |
3,326 |
|
Electrical
Wiring |
1,320 |
$1.90 |
2,508 |
|
Connectors |
|
|
1,500 |
|
12
KVA Generator |
|
|
2,375 |
|
Total
Cost of Center Pivot System |
|
|
$45,209 |
|
|
|
|
|
|
Pump
Modification Cost |
|
|
$4,500 |
|
|
|
|
|
|
Total
System & Pump Cost |
|
|
$49,709 |
A key aspect of this analysis involves the comparison of irrigated corn yields
and net returns across a range of five different gross irrigation pumping
capacities for alternative irrigation systems (Table 2.). Irrigation schedules
(water budgets) are simulated for the 1972-1998 period using climatic data
from the KSU Northwest Research-Extension Center in Colby, Kansas. Irrigation
is scheduled as needed according to the climatic conditions, but is limited to
the frequencies for the two systems as indicated in Table 2. The irrigation
season is limited to the 90 day period between June 5 and September 2. The
first furrow surface irrigation event in each year is on June 15, reflecting a
typical date of first irrigation following the final furrowing process. After
that, furrow irrigation events are scheduled as the capacity limitation allows
and if the calculated irrigation deficit exceeds 3 inches. Center pivot
sprinkler irrigation events are scheduled during the 90-day period as the
capacity limitation allows and if the calculated irrigation deficit exceeds 1
inch.
|
|
Center Pivot
|
Furrow
Surface
|
||
Gross
Irrigation
Capacity
Inches per Day |
Frequency & Amount Applied |
Flowrate
Gpm per 125 acres |
Frequency & Amount Applied |
Flowrate
Gpm per 160 acres |
|
0.250” |
1” in 4 days |
589 |
3” in 12 days |
754 |
|
0.200” |
1” in 5 days |
471 |
3” in 15 days |
603 |
|
0.167” |
1” in 6 days |
393 |
3” in 18 days |
503 |
|
0.125” |
1” in 8 days |
295 |
3” in 24 days |
377 |
|
0.100” |
1” in 10 days |
236 |
3” in 30 days |
302 |
Irrigated
corn yields for the various alternative irrigation systems and irrigation
capacities are also simulated for the same 27 year period using the evapo-transpiration
(ET) estimates from the irrigation schedules and using a yield production
function developed by Stone et al. (1995). In its simplest form, the model
results in the following equation,
with
yield expressed in bushels/ acre and ET in inches. Further application of the
model reflects weighting factors for specific growth periods. These additional
weighting factors are incorporated into the simulation to better estimate the
effects of irrigation timing for the various systems and capacities. The
weighting factors and their application to the model are discussed in detail
by Stone et al. (1995).
In these profitability projections, the long term corn selling price is
assumed to be $2.36 per bushel in western Kansas. USDA Production Flexibility
Contract payments on irrigated corn acres are assumed to be $35/ acre. The
long term wheat selling price is assumed to be $3.18 per bushel with wheat
yields assumed to average 44 bushels per acre. Dryland no-till corn yields are
assumed to average 82 bushels per acre. Farm program Production Flexibility
Contract (PFC) payments on dryland wheat and corn acres are assumed to be $10
per acre. The fuel, oil and maintenance cost of applying irrigation water
through a center pivot is assumed to be $3.02 per acre-inch, and $2.62 per
acre-inch for surface irrigation systems.
Long Term Average Irrigation
Requirements and Corn Yields
The simulated irrigation schedules an
d corn yield model are use
Table 3.
Average Irrigated Corn Yields and Irrigation Application Amounts for
1972-1998a.
|
|
0.25”/day |
0.20”/day |
0.167”/day |
0.125”/day |
0.10”/day |
Full Irrigation |
||||||
|
|
Irr. Amount (in) |
Corn Yield (bu/a |
Irr. Amount (in) |
Corn Yield (bu/a |
Irr. Amount (in) |
Corn Yield (bu/a |
Irr. Amount (in) |
Corn Yield (bu/a |
Irr. Amount (in) |
Corn Yield (bu/a |
Irr. Amount (in) |
Corn Yield (bu/a |
A. Center
Pivot Sprinkler System @ 100% Application Efficiency on 125 acres
(CP100%)
|
||||||||||||
|
Frequency |
1” in 4 days |
1” in 5 days |
1” in 6 days |
1” in 8 days |
1” in 10 days |
Full Irrigation |
||||||
|
GPM Rate |
589 gpm |
471 gpm |
393 gpm |
295 gpm |
236 gpm |
|
||||||
|
Average |
13.3 |
196 |
12.0 |
188 |
10.7 |
177 |
8.6 |
156 |
7.2 |
140 |
13.9 |
197 |
|
Std
Deviation |
3.9 |
43 |
3.1 |
36 |
2.4 |
4.2 |
1.7 |
24 |
1.2 |
25 |
4.2 |
44 |
|
Minimum |
5 |
111 |
5 |
111 |
5 |
5 |
4 |
103 |
4 |
92 |
5 |
111 |
|
Maximum |
20 |
261 |
17 |
254 |
14 |
21 |
11 |
188 |
9 |
174 |
21 |
269 |
B. Center
Pivot Sprinkler System @ 85% Application Efficiency on 125 acres
(CP85%)
|
||||||||||||
|
Frequency |
1” in 4 days |
1” in 5 days |
1” in 6 days |
1” in 8 days |
1” in 10 days |
Full Irrigation |
||||||
|
GPM Rate |
589 gpm |
471 gpm |
393 gpm |
295 gpm |
236 gpm |
|
||||||
|
Average |
14.6 |
192 |
12.9 |
179 |
11.4 |
166 |
9.0 |
145 |
7.4 |
130 |
16.5 |
197 |
|
Std
Deviation |
3.9 |
39 |
2.9 |
30 |
2.1 |
25 |
1.6 |
25 |
1.2 |
27 |
5.1 |
44 |
|
Minimum |
6 |
111 |
6 |
111 |
6 |
108 |
5 |
94 |
4 |
74 |
6 |
111 |
|
Maximum |
20 |
259 |
17 |
235 |
14 |
201 |
11 |
182 |
9 |
174 |
25 |
269 |
C. Furrow
Surface Irrigation System @ 70% Application Efficiency on 160 acres
(FS70%)
|
||||||||||||
|
Frequency |
3” in 12 days |
3” in 15 days |
3” in 18 days |
3” in 24 days |
3” in 30 days |
Full Irrigation |
||||||
|
GPM Rate |
754 gpm |
603 gpm |
503 gpm |
377 gpm |
302 gpm |
|
||||||
|
Average |
16.4 |
174 |
14.4 |
160 |
13.0 |
149 |
10.6 |
132 |
8.4 |
118 |
20.2 |
197 |
|
Std
Deviation |
4.2 |
32 |
3.4 |
28 |
2.9 |
27 |
2.1 |
28 |
1.5 |
30 |
6.2 |
44 |
|
Minimum |
6 |
103 |
6 |
88 |
5 |
75 |
4 |
60 |
3 |
50 |
6 |
111 |
|
Maximum |
21 |
233 |
18 |
203 |
15 |
181 |
12 |
171 |
9 |
162 |
30 |
269 |
a. Based on
1972-1998 climatic conditions at the Northwest Research Extension Center in
Colby, Kansas, and on the Stone et al. (1995) corn yield prediction model.
Regression equations are generated for yields as related to
irrigation capacity. This allows for the calculation of corn yields for
specific irrigation well capacities ranging from 200 to 700 gpm for the three
alternative irrigation systems (Figure 1). This perspective is important to
decision makers in the Central Great Plains of Kansas who often are dealing
with wells that have pumping capacities in this range. Projected annual
average corn yields for CP100% ranged from 3 to 11 bu. per acre higher than
for CP85% corn yields across of the range of well capacities considered here
(i.e., 200 to 600 gpm for center pivots) on 125 acre fields. However, average
corn yields for FS70% on 160 acre fields are from 28 to 33 bu. per acre lower
than CP85% yields for wells in the 300 to 600 gpm pumping capacity range. The
impact of lower furrow surface-irrigated corn yields on this analysis of
conversion profitability depends in part on how profitable the nonirrigated
crop production on the 35 acres in the center pivot corners is. No 200 gpm
yield outcomes are presented for FS70%, and no 700 gpm yield outcomes are
presented for CP100% and CP85% because this would require extrapolation beyond
the range of the generated equations.
Figure
1. Irrigated Corn Yields as affected by Well Pumping Capacity, Irrigation
System and Application Efficiency.
Regression equations are also generated for annual after-tax net returns to
land, labor and management as related to irrigation capacity for the three
irrigation systems. The results are shown in Table 4 and Figure 2. These
findings indicate that it is profitable to convert from furrow surface
irrigation to center pivot irrigation systems, given the yield results and
cost-return assumptions used in this study. At 600 gpm well pumping
capacities, both the center pivot irrigation systems examined have $6 to $12
per acre annual net returns advantages over the furrow surface irrigation
system. As well pumping capacity declines to 300 gpm, the advantage of center
pivot systems over furrow surface irrigation increases to $25 per acre and $12
per acre for 100% and 85% efficient center pivots, respectively.
(Returns to Land, Labor, and Management)
|
|
Center Pivot 100% Efficiency |
Center Pivot 85% Efficiency |
Furrow Surface70%
Efficiency |
|||
|
Pump Capacity (gpm) |
Total Net Revenue |
Net Per Acre |
Total Net Revenue |
Net Per Acre |
Total Net Revenue |
Net Per Acre |
|
200 |
$2,063 |
$13 |
$408 |
$3 |
|
|
|
300 |
6,566 |
41 |
4,516 |
28 |
$2,519 |
$16 |
|
400 |
9,783 |
61 |
7,716 |
48 |
5,602 |
35 |
|
500 |
11,714 |
73 |
10,009 |
63 |
8,253 |
52 |
|
600 |
12,360 |
77 |
11,396 |
71 |
10,473 |
65 |
|
700 |
|
|
|
|
12,262 |
77 |
Figure 2. After-tax Net Returns for
Alternative Irrigation Systems Per Acre
(Returns to
Land, Labor and Management)
Williams, J. R., R. V. Llewelyn, M. S. Reed, F. R.
Lamm, and D. R. Delano. 1996.
“Economic Analysis of Alternative Irrigation Systems for Continuous
Corn and Grain Sorghum in Western Kansas”. Report of Progress no. 766.
Agricultural Experiment Station, Kansas State University, Manhattan, Kansas.