The field experiment was conducted at Arba Minch University water technology institute demonstration farm in Gamo Zone, SNNPR National Regional State, Ethiopia. The period of this experiment was from August to November 2019. The study area is geographically located at an altitude of 1203 m.a.s.l, a latitude of 6
o04' N and a longitude of 37
o33' E. The location of the study area is described in Fig 1.
Based on the data collected from the station, the mean monthly minimum and maximum air temperature in the area varies from 17.4
oC to 30.6
oC, respectively. The average annual rainfall in the area is 750 mm
(Gebreselassie et al., 2014). The rainfall is erratic and uneven in distribution. The average relative humidity varies from 39.4% (February) to 62.9% (May). The average annual daily sunshine duration ranged from 6.3 hrs to 9.1 hrs. The agro-ecological zone of the study area was classified as dry low land. The behavior of dry low land includes an average altitude range from 500-1400 m.a.s.l and the average annual rainfall below 900 mm (
moa, 2000).
Method of irrigation system and experimental facilities
The irrigation system was selected based on the degree of best irrigation water management. In the case of AFI (Alternate Furrow Irrigation), one of the two neighboring furrows is irrigated during each irrigation event and only one crop row is planted at the top of each of the furrows. In the PRFI (Paired Row Furrow Irrigation) system, crop planting is done at the top of the ridge in pairs (
Micheal, 2007). Each crop row gets the water from side furrows and water is distributed to each furrow in each irrigation event.
The pre-experimental activities were nursery preparation, field preparation and soil sample collection and testing the samples in the laboratory and
in situ. At the end, the bulb yield and the consumed water of the crop were recorded.
Experimental treatments
The experiment was conducted with two furrow irrigation systems that are alternate furrow irrigation (AFI) and paired row furrow irrigation (PRFI) systems and three levels of irrigation as 100%, 75% and 50% ETc. Transplanting after 45 days of seedling of red Bombay onion variety was done in ridge and furrow system following the recommended agronomic practices.
The treatment plot size for the two systems was 1.6 m × 3 m. The central rows for each treatment were considered as experimental rows for the collection of field data. The side rows were non-experimental (buffer row) to minimize the border effects. The plant to plant spacing in each row was 10 cm and has a plant density of 30 plants per row. There were 6 treatments; each of the treatments was replicated three times. The details of the treatments are given in Table 1. The location of different plots was decided by a randomized complete block design (RCBD). The spacing between each treatment plot and each block was 1 m and 1.5 m respectively. The total experimental area was 240.7 m
2 (16.6 m × 14.5 m).
Soil physical properties of the study area
The physical properties of the soil in the study area were determined in situ and in the laboratory. The physical properties of soil were texture, bulk density, field capacity and permanent wilting point. The soil texture for the soil of the experimental area was determined by Hydrometer analysis. The soil bulk density was determined by taking undisturbed soil samples and estimated using the standard formula. The field capacity was measured by ponding water at the soil surface to saturate the soil column, covering the soil surface with trace to prevent water evaporation from the soil surface and start the measurement of soil moisture content after 24 hours until a constant value was obtained. The permanent wilting point was considered at the soil moisture content of 15 atmospheric tensions.
Crop water requirement estimation
Onion crop water requirement was estimated from reference crop evapotranspiration (ETo) and crop coefficient (Kc) using Equation 1. The reference crop evapotranspiration (ETo) was estimated using CROPWAT 8 software based on the Penman-Monteith method.
ETc = Kc × ETo …..... (1)
The net irrigation requirement was estimated using Equation 2.
I = ETc - Pe - GW - SM ...…… (2)
Where;
I = Net irrigation requirement (mm).
Pe = Effective rainfall (mm).
GW = Groundwater contribution (mm).
SM = Change in soil moisture (mm).
The depth of the groundwater table during the crop season was more than 1.6 m. Therefore, groundwater contribution (GW) was negligible. Effective rainfall within the specified schedule was estimated using the sum of daily crop evapotranspiration and the amount of daily rainfall. This empirical equation was described in Equation 3.
Pe = ΣETc if ΣETc < rainfall or
Pe = rainfall if ΣETc > rainfall ............ (3)
Where,
ΣETc = Sum of crop evapotranspiration from previous irrigation to the time of rain (mm).
Therefore, the gross irrigation depth was determined by dividing the net irrigation depth by the measured value of field application efficiency (64.5%). This depth of water were supplied to each of the plots using a Siphon tube.
Actual evapotranspiration
The actual evapotranspiration during the crop growth period for each treatment was estimated from the measurement of soil moisture content. The soil moisture content was measured before and 24 hrs after each irrigation at soil depth 0-30 cm and 30-60 cm. The soil moisture measurements were made at the center row within the plant line (for AFI) and between rows or plant lines (for PRFI). The actual evapotranspiration (ETa) was estimated from the measured values of soil moisture content, effective rainfall and crop evapotranspiration using Equation 4.
ETa = (ωai - ωbi) Asi × Zri + Pe + ETc1 ……... (4)
Where;
ETa = Actual evapotranspiration between two irrigation (mm).
ω
ai = Gravimetric soil moisture content after irrigation for i
th soil layer (fraction).
ω
bi = Gravimetric soil moisture content before next irrigation for i
th soil layer (fraction).
Zr
i = Crop root depth for ith soil layer (mm).
As
i = Apparent specific gravity for ith soil layer.
Pe = Effective rainfall between soil moisture measurement (mm).
ETc
1 = Crop evapotranspiration for one day after next irrigation (mm) until 24 hrs.
i = Soil layer.
Seasonal yield response factor
Many mathematical relationships have been developed to relate crop yield with water use (
Kaboosi and Kaveh, 2012). The relationships are known as crop water production functions. In the present analysis, the crop water production functions as proposed by
Doorenbos and Kassam (1979) were considered. This is mathematically expressed as Equation 5.
Where,
Ky = Seasonal yield response factor.
Ya = Actual yield (kg ha
-1) corresponding to ETa.
Ym = Maximum crop yield under given management conditions that can be obtained when water is not limiting (kg ha
-1) corresponding to ETm.
ETa = Actual evapotranspiration (mm).
ETm = Maximum evapotranspiration obtained for non-water conditions (mm).
The agronomic data such as bulb yield were collected during harvesting for each treatment. Similarly, soil moisture was collected before and after each irrigation throughout the season to measure the seasonal actual evapotranspiration. This collected data is important to estimate relative seasonal water use deficit and relative bulb yield decrease for the determination of the seasonal yield response factor of red Bombay onion variety. These values were used as an input for SPSS software to determine the value of seasonal yield response factors.
Data analysis
The linear regression equations for the determination of the yield response factors were analyzed using SPSS 20 statistical program.