SlideShare a Scribd company logo
1 of 3
Download to read offline
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 617
EVALUATION OF IRRIGATION REGIME ON TOMATO IN MAREKO
WOREDA, GURAGE ZONE, ETHIOPIA
Tagesse Bekele1, Mulugeta Abebo2
1 Southern Agricultural Research Institute (SARI), Natural Resource Research Directorate, Worabe Agricultural
Research Center, Irrigation and Drainage Research Program, Assistant Researcher, Worabe, Ethiopia
2Southern Agricultural Research Institute (SARI), Natural Resource Research Directorate, Worabe Agricultural
Research Center, Irrigation and Drainage Research Program, Assistant Researcher, Worabe, Ethiopia
-----------------------------------------------------------------------***--------------------------------------------------------------------
Abstract - Irrigation scheduling is critical technique to
quantifying water required byplantsandimproving irrigation
efficiency. This study was carried out for two years (2016 and
2018) in Mareko Woreda, GurageZone, Ethiopia. Theobjective
of this study was to determine irrigationschedulingand water
productivity under different water depletion levels. The
method used was field experiment in randomized complete
block design (RCBD) four treatments with three replications.
The treatments were (125% MAD, 100% MAD, and 75% of
MAD and farmer practice). The combined yieldresultsshowed
that non-marketable yield, marketable yield and total yield
were insignificantly affectedbydifferentirrigationscheduling.
As the result indicated that, there was no significant yield
reduction when maximizing and minimizing irrigation
intervals. Maximum and minimum water productivity were
obtained from 100% MAD (4.9 kg/m3) and 125% MAD (4
kg/m3), respectively. It is concluded that to obtain better yield
and WP with minimize number of irrigationandlabourcost, it
is better to use 100% MAD.
Key Words: ETc, Irrigation Regime, Tomato, MAD, Water
productivity
1. INTRODUCTION
Improving irrigation management is a crucial part of
developing sustainable agricultural practices. Currently,
agriculture accounts for over 70% of the world's water
withdrawal [1]. Irrigation scheduling is a critical
management input to crop production in all, particularly in
arid and semi-arid regions that practice irrigation. Thus, the
purpose of optimum irrigation scheduling is to ensure an
adequate supply of soil moisture to minimize plant water
stress during critical growth stages[2].Irrigationscheduling
involves deciding when and how much water to apply to a
field. Good scheduling will apply water at the right time and
in the right quantity in order to optimize production and
minimize adverse environmental impacts. Successful
irrigation depends upon understanding and utilizing
scheduling principles to develop a management plan, and
then on efficiently implementing the plan [3].
Tomatoes are an important global vegetable crop and
require a high water potential for optimal vegetative and
reproductive development [4].
Tomato is one of the most important vegetables because of
its special nutritive value, and is the world’s largest
vegetable crop next to potato and sweet potato. Irrigation
scheduling requires frequent measurements or continuous
estimation of soil water depletion. Martin [5] stated that
irrigation scheduling assists in the development of
irrigation systems for different crops under different soil
and climatic conditions. To achieve better control and
management of irrigation water in tomato production,
irrigation schedules should be applied based on crop water
requirements [6]. The objective of this study is to evaluation
effects of irrigation regime on tomato in Mareko Woreda
which allow achieving optimum crop yield of tomato.
2. MATERIALS AND METHODS
2.1. Description of the Study Area
The study was conducted at Mareko Woreda inGurageZone,
SNNPR, Ethiopia. The area was geographical located at
Latitude of 08°01'53"N, Longitude of 38°27‘23“ and an
altitude ranges 1820m -1836m m.a.s.l.
Figure: 2.1: Map of study area
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 618
2.2. Experimental Design
The experimental treatment (125%MAD,100%MAD,75%of
MAD and farmer practice) were arranged in randomized
complete block design with threereplicationsmadea total of
12 experimental plots. Each plot had 16 m2 (4 m x 4 m)
areas. The space between plots and blocks were 1.5 m and 2
m, respectively. The space between tomato plants and rows
kept at 40 cm and 70 cm respectively. Fertilizer rate used
was 300kg/ha NPS and 200kg/ha urea.
2.3. Soil Data
The composite soil sample was collected from experimental
field to determine physical and chemical properties (soil
moisture, texture, Bulk density, FC and PWP and pH). Bulk
density was calculated using:
2.1
The water content of the soil at field capacityandpermanent
wilting point were determined in the laboratory by using a
pressure plate apparatus.Thepressureplatewasadjustedto
0.33bar to determine field capacity and 15bar to determine
permanent wilting point to a saturated soil sample. Total
available Water (TAW) in the root zonewascomputedasthe
difference in moisture content between FC and PWP [6].Itis
computed as follows:
2.2
Where: TAW = total available water (cm), FC = Water
content at filed capacity (%).
PWP = Water content at permanent willing point(%)andDr
= effective depth of root zone (cm) and BD = bulk density
(g/cm3)
RAW =MAD = TAW*p 2.3
Where, p =40% allowable soil moisture depletion without
stress determined for tomato in all stages. Amount of
irrigation applied in each irrigation event were measuring
using partial flume. The irrigation water had applied using
furrow irrigation system with the application efficiency of
60%. The infiltration rate of the soil in the experimental field
was determined using double ring infiltrometer method
before the staring of the experiment.
2.4. Determination of Crop Water Requirement
Determination of water required (CWR) to compensate the
amount of water lost through evapotranspiration (ETc),
requires climatic and crop input data. Crop water
reqiurment or ETc over the growing season was calculated
from referenceevapotranspiration(ETo)andcropcoefficient
(Kc) for that stage:
ETc= ETo*Kc 2.4
Where, ETc= crop water requirement (mm), kc = crop
coefficient, ETo = reference evapotranspairation (mm)
2.5. Climatic Data
Maximum and minimum temperature (˚C), humidity (%),
wind speed (km/day) and sunshine (hours) and Rainfall
(mm) of the experimental site was from New locClim1.10
model. The reference evapotranspiration (ETo) of each
month were computed by using CropWat 8.0 model.
2.6. Irrigation Water Management
The net irrigation requirement was calculated using the
CROPWAT computer program based on Allen at [6] as
follows:
2.5
Where, IRn = net irrigation requirement (mm), ETc in mm
and Pe = effective rainfall (mm) which is part of the rainfall
that enters into the soil and makes available for crop
production.
Gross irrigation requirement was calculated by:
IRg = 2.6
Where IRg = gross irrigation, IRn = net irrigation,
Ea = application efficiency
Irrigation interval (days) = 2.7
The irrigation water had applied using furrow irrigation
system. Amount of irrigation waterappliedineachirrigation
event were measured by partial flume. The time required to
deliver the desired depth of water into each plot was
calculated as:
2.8
Where: T = time in minute, dg = gross irrigation depth in cm,
A = area of plot (m2), Q= flow rate in l/s
2.7. Data Collection and Analysis
The field data such as marketable and non- marketableyield
weight were taken from each plot. The harvested yield was
grouped based on its quality for market accordingtothesize
and degree of damage [7].
Data was analyzed using SAS 9.0 statistical soft ware based
on randomized complete block design. Least Significant
Difference (LSD at P = 5%) was employed to identify
different level of deficit irrigation that were significantly
different from other treatments.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 619
3. RESULT AND DISCUSSION
3.1. Soil Result
Based on soil textural classification of USDA, the
experimental field soil was clay loam soil. The soil bulk
density, FC and PWP were 1.03g/cm3, 35.74% and 17.8 %,
respectively. This bulk density value was lower than the
critical threshold level (1 1.4gm/m3) for any texture soil
class [8]. In general, these values are suitable for crop root
growth.
Table1. Soil analyzed Results
Soil parameters Result
Sand (%) 20.33
Clay (%) 35.84
Silt (%) 43.93
Textural class Clay loam
Bulk density (gm/cm3) 1.03
Field capacity (%) 35.74
Permanent wilting point (%) 17.8
3.2. Response of Tomato Yield to Irrigation Scheduling
The combined yield results showed that non-marketable
yield, marketable yield and total yield were insignificantly
affected by varying irrigation scheduling intervals.Statically
there was no yield difference among the treatments, But the
result shows that applying at 100 % MAD gives relatively
better yield. The maximum and minimum water
productivity were obtained from 100% MAD (4.9 kg/m3)
and 125% MAD (4 kg/m3), respectively.
Table 2. Combined Tomato Yield Results
Trts Non MY
t/ha
MY
t/ha
TY
t/ha
WP
kg/m3
125%MAD 4.36 12.4 16.76 4
100% MAD 5.82 14.9 20.73 4.9
75 % of MAD 3.9 15.2 19.11 4.5
Fp 5.44 13.65 19.09 4.5
CV (%) 50 117 80 -
LSD (5%) Ns Ns Ns -
Note: MAD=Management Allowed Depletion, MY=
marketable yield, nonMY= marketable yield, TY= total yield,
WP= water productivity
4. CONCLUSION AND RECOMMENDATION
The combined yield results showed that non-marketable
yield, marketable yield and total yield were insignificantly
affected by varying irrigation scheduling interval. However,
there were insignificant yield difference among the
treatments; there were minimum yield was obtained from
125% of MAD. Maximum and minimum water productivity
were obtained from 100% MAD (4.9 kg/m3) and 125%MAD
(4 kg/m3), respectively. It is concluded that in addition to
obtaining better yield and water productivity, to minimize
number of irrigation and labour cost, it is bettertouse100%
MAD.
5. REFERENCES
1. Raskin, P., Gleick, P., Kirshen, P., Pontius, G. and
Strzepek, K. 1997. Water Futures: Assessment of
Longrange Patterns and Prospects. Stockholm
Environment Institute, Stockholm, Sweden.
2. Wanjura, D.F., Upchurch, D.R. and Mahan, J.R. 1990.
Evaluating decisioncriteria forirrigationscheduling
of cotton. Transactions of the ASAE. 33(2):512-518.
3. Jones, J.W. 2004. Irrigation scheduling: advantages
and pitfalls of plant-based methods. Journal of
Experimental Botany, Vol. 55, No. 407, Water-
Saving Agriculture Special Issue, pp. 2427–2436,
November 2004.
4. Berova, M. and Zlatev, Z. 2000. Physiological
response and yield of paclobutrazol treated tomato
plants (Lycopersicon esculentum Mill), Plant
Growth Reg 30(2): 117-123.
5. Martin, D.L., Stegman, E.C. and Fereres, E., 1990.
Irrigation Scheduling Principles, In:. G.J. Hoffman et
al.(eds), Management of Farm Irrigation Systems.
ASAE Monograph. St. Joseph, MI: 155-199.
6. Allen RG, Pereia LS, Raes D, Smith M. 1998. Crop
evapotranspiration guidelines for computing crop
water requirements. FAO Irrigation and Drainage
Paper No56, p 301
7. Lemma, D. and Shimels, A. 2003. Research
experiences in onion production, research report
No. 55 Ethiopian Agricultural Research
Organization, Addis Ababa.
8. Hunt N. and R. Gilkes. 1992. Farm Monitoring
Handbook. University of Western Australia,
Land Management Society and National Dry
land Salinity Program, Nedlands, Australia.

More Related Content

What's hot

Spearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit IrrigationSpearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
paperpublications3
 
Water use management considering single and dual crop coefficient concept un
Water use management considering single and dual crop coefficient concept unWater use management considering single and dual crop coefficient concept un
Water use management considering single and dual crop coefficient concept un
IAEME Publication
 
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTSHortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
HortFlora Research Spectrum
 

What's hot (18)

Drip Irrigation of Apples at a Moderate Continental Climate
Drip Irrigation of Apples at a Moderate Continental ClimateDrip Irrigation of Apples at a Moderate Continental Climate
Drip Irrigation of Apples at a Moderate Continental Climate
 
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit IrrigationSpearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
 
Santhosh
SanthoshSanthosh
Santhosh
 
Water use management considering single and dual crop coefficient concept un
Water use management considering single and dual crop coefficient concept unWater use management considering single and dual crop coefficient concept un
Water use management considering single and dual crop coefficient concept un
 
DRIS
DRISDRIS
DRIS
 
Enabling the Flow of Ecosystem Services from Agriculture to Improve Puerto Ri...
Enabling the Flow of Ecosystem Services from Agriculture to Improve Puerto Ri...Enabling the Flow of Ecosystem Services from Agriculture to Improve Puerto Ri...
Enabling the Flow of Ecosystem Services from Agriculture to Improve Puerto Ri...
 
Crops yield estimation through remote sensing
Crops yield estimation through remote sensingCrops yield estimation through remote sensing
Crops yield estimation through remote sensing
 
DRIS METHOD OF SOIL
DRIS METHOD OF SOILDRIS METHOD OF SOIL
DRIS METHOD OF SOIL
 
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTSHortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
HortFlora Research Spectrum, Vol.4, No. 2; 2015: ABSTRACTS
 
Ijsrp p8083
Ijsrp p8083Ijsrp p8083
Ijsrp p8083
 
Soil testing (IGKV RAIPUR C.G)
Soil testing (IGKV RAIPUR C.G)Soil testing (IGKV RAIPUR C.G)
Soil testing (IGKV RAIPUR C.G)
 
Land use Land Cover change mapping using Remote Sensing and GIS: A case study...
Land use Land Cover change mapping using Remote Sensing and GIS: A case study...Land use Land Cover change mapping using Remote Sensing and GIS: A case study...
Land use Land Cover change mapping using Remote Sensing and GIS: A case study...
 
Tabitha Mensah presentation ppt
Tabitha Mensah presentation pptTabitha Mensah presentation ppt
Tabitha Mensah presentation ppt
 
Soil fertility evaluation and fertilizer recommendation
Soil fertility evaluation and fertilizer recommendationSoil fertility evaluation and fertilizer recommendation
Soil fertility evaluation and fertilizer recommendation
 
Crop growth modelling
Crop growth modellingCrop growth modelling
Crop growth modelling
 
Effects of Water Deficiency on the Physiology and Yield of Three Maize Genotypes
Effects of Water Deficiency on the Physiology and Yield of Three Maize GenotypesEffects of Water Deficiency on the Physiology and Yield of Three Maize Genotypes
Effects of Water Deficiency on the Physiology and Yield of Three Maize Genotypes
 
IRJET - Study About Flood Control by Underground Water Tank in Bori Gosavi Vi...
IRJET - Study About Flood Control by Underground Water Tank in Bori Gosavi Vi...IRJET - Study About Flood Control by Underground Water Tank in Bori Gosavi Vi...
IRJET - Study About Flood Control by Underground Water Tank in Bori Gosavi Vi...
 
Response of Hot Pepper (Capsicum Annuum L.) to Deficit Irrigation in Bennatse...
Response of Hot Pepper (Capsicum Annuum L.) to Deficit Irrigation in Bennatse...Response of Hot Pepper (Capsicum Annuum L.) to Deficit Irrigation in Bennatse...
Response of Hot Pepper (Capsicum Annuum L.) to Deficit Irrigation in Bennatse...
 

Similar to IRJET- Evaluation of Irrigation Regime on Tomato in Mareko Woreda, Gurage Zone, Ethiopia

Spearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit IrrigationSpearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
paperpublications3
 
Estimation of Crop water Requirement for Kolar Taluk Sub watershed
Estimation of Crop water Requirement for Kolar Taluk Sub watershed Estimation of Crop water Requirement for Kolar Taluk Sub watershed
Estimation of Crop water Requirement for Kolar Taluk Sub watershed
Mohammed Badiuddin Parvez
 
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
paperpublications3
 
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
paperpublications3
 
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
Premier Publishers
 
Research paper Pressur tube emmiter Anlaysis ofmicrotube emitter of trickle...
Research paper Pressur tube emmiter Anlaysis ofmicrotube   emitter of trickle...Research paper Pressur tube emmiter Anlaysis ofmicrotube   emitter of trickle...
Research paper Pressur tube emmiter Anlaysis ofmicrotube emitter of trickle...
Col Islam Ul Haq
 

Similar to IRJET- Evaluation of Irrigation Regime on Tomato in Mareko Woreda, Gurage Zone, Ethiopia (20)

Water yield relationship
Water yield relationshipWater yield relationship
Water yield relationship
 
Effects of drip irrigation frequency and depth on soil hydro-physical propert...
Effects of drip irrigation frequency and depth on soil hydro-physical propert...Effects of drip irrigation frequency and depth on soil hydro-physical propert...
Effects of drip irrigation frequency and depth on soil hydro-physical propert...
 
Agroclimatic modeling : CERES Wheat
Agroclimatic modeling : CERES Wheat Agroclimatic modeling : CERES Wheat
Agroclimatic modeling : CERES Wheat
 
Evaluation of Irrigation Application Efficiency: Case Study of Chanchaga Irri...
Evaluation of Irrigation Application Efficiency: Case Study of Chanchaga Irri...Evaluation of Irrigation Application Efficiency: Case Study of Chanchaga Irri...
Evaluation of Irrigation Application Efficiency: Case Study of Chanchaga Irri...
 
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit IrrigationSpearmint (Mentha spicata L.) Response to Deficit Irrigation
Spearmint (Mentha spicata L.) Response to Deficit Irrigation
 
Estimation of Crop water Requirement for Kolar Taluk Sub watershed
Estimation of Crop water Requirement for Kolar Taluk Sub watershed Estimation of Crop water Requirement for Kolar Taluk Sub watershed
Estimation of Crop water Requirement for Kolar Taluk Sub watershed
 
Effect of partial rootzone drying technique on growth performance of sorghum
Effect of partial rootzone drying technique on growth performance of sorghumEffect of partial rootzone drying technique on growth performance of sorghum
Effect of partial rootzone drying technique on growth performance of sorghum
 
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
 
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
Water Requirement and Crop Coefficient of Onion (Red Bombay) in the Central R...
 
O41038993
O41038993O41038993
O41038993
 
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
Integrated Effect of Mulching Materials and Furrow Irrigation Methods on Yiel...
 
3. article azojete vol 10 25 39 ismail
3. article azojete vol 10 25 39 ismail3. article azojete vol 10 25 39 ismail
3. article azojete vol 10 25 39 ismail
 
Influence of Human Urine on Rice Grain Yield (Orzya sativa L.) and Selected S...
Influence of Human Urine on Rice Grain Yield (Orzya sativa L.) and Selected S...Influence of Human Urine on Rice Grain Yield (Orzya sativa L.) and Selected S...
Influence of Human Urine on Rice Grain Yield (Orzya sativa L.) and Selected S...
 
Evapotranspiration partitioning components in an irrigated winter wheat field...
Evapotranspiration partitioning components in an irrigated winter wheat field...Evapotranspiration partitioning components in an irrigated winter wheat field...
Evapotranspiration partitioning components in an irrigated winter wheat field...
 
Sustainable Water Management by Conjunctive use of Ground and Surface Water o...
Sustainable Water Management by Conjunctive use of Ground and Surface Water o...Sustainable Water Management by Conjunctive use of Ground and Surface Water o...
Sustainable Water Management by Conjunctive use of Ground and Surface Water o...
 
Changes in Selected Soil Physical Properties and Maize Yields as Affected by ...
Changes in Selected Soil Physical Properties and Maize Yields as Affected by ...Changes in Selected Soil Physical Properties and Maize Yields as Affected by ...
Changes in Selected Soil Physical Properties and Maize Yields as Affected by ...
 
Research paper Pressur tube emmiter Anlaysis ofmicrotube emitter of trickle...
Research paper Pressur tube emmiter Anlaysis ofmicrotube   emitter of trickle...Research paper Pressur tube emmiter Anlaysis ofmicrotube   emitter of trickle...
Research paper Pressur tube emmiter Anlaysis ofmicrotube emitter of trickle...
 
RUNOFF AND SEDIMENT YIELD
RUNOFF AND SEDIMENT YIELDRUNOFF AND SEDIMENT YIELD
RUNOFF AND SEDIMENT YIELD
 
Tabitha Mensah presentation pp tnew
Tabitha Mensah presentation pp tnewTabitha Mensah presentation pp tnew
Tabitha Mensah presentation pp tnew
 
Tabitha Mensah presentation pp tnew
Tabitha Mensah presentation pp tnewTabitha Mensah presentation pp tnew
Tabitha Mensah presentation pp tnew
 

More from IRJET Journal

More from IRJET Journal (20)

TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
TUNNELING IN HIMALAYAS WITH NATM METHOD: A SPECIAL REFERENCES TO SUNGAL TUNNE...
 
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURESTUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
STUDY THE EFFECT OF RESPONSE REDUCTION FACTOR ON RC FRAMED STRUCTURE
 
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
A COMPARATIVE ANALYSIS OF RCC ELEMENT OF SLAB WITH STARK STEEL (HYSD STEEL) A...
 
Effect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil CharacteristicsEffect of Camber and Angles of Attack on Airfoil Characteristics
Effect of Camber and Angles of Attack on Airfoil Characteristics
 
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
A Review on the Progress and Challenges of Aluminum-Based Metal Matrix Compos...
 
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
Dynamic Urban Transit Optimization: A Graph Neural Network Approach for Real-...
 
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
Structural Analysis and Design of Multi-Storey Symmetric and Asymmetric Shape...
 
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
A Review of “Seismic Response of RC Structures Having Plan and Vertical Irreg...
 
A REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADASA REVIEW ON MACHINE LEARNING IN ADAS
A REVIEW ON MACHINE LEARNING IN ADAS
 
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
Long Term Trend Analysis of Precipitation and Temperature for Asosa district,...
 
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD ProP.E.B. Framed Structure Design and Analysis Using STAAD Pro
P.E.B. Framed Structure Design and Analysis Using STAAD Pro
 
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
A Review on Innovative Fiber Integration for Enhanced Reinforcement of Concre...
 
Survey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare SystemSurvey Paper on Cloud-Based Secured Healthcare System
Survey Paper on Cloud-Based Secured Healthcare System
 
Review on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridgesReview on studies and research on widening of existing concrete bridges
Review on studies and research on widening of existing concrete bridges
 
React based fullstack edtech web application
React based fullstack edtech web applicationReact based fullstack edtech web application
React based fullstack edtech web application
 
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
A Comprehensive Review of Integrating IoT and Blockchain Technologies in the ...
 
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
A REVIEW ON THE PERFORMANCE OF COCONUT FIBRE REINFORCED CONCRETE.
 
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
Optimizing Business Management Process Workflows: The Dynamic Influence of Mi...
 
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic DesignMultistoried and Multi Bay Steel Building Frame by using Seismic Design
Multistoried and Multi Bay Steel Building Frame by using Seismic Design
 
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
Cost Optimization of Construction Using Plastic Waste as a Sustainable Constr...
 

Recently uploaded

notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.pptnotes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
MsecMca
 

Recently uploaded (20)

Learn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic MarksLearn the concepts of Thermodynamics on Magic Marks
Learn the concepts of Thermodynamics on Magic Marks
 
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best ServiceTamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
 
Generative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPTGenerative AI or GenAI technology based PPT
Generative AI or GenAI technology based PPT
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdf
 
Unleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leapUnleashing the Power of the SORA AI lastest leap
Unleashing the Power of the SORA AI lastest leap
 
Air Compressor reciprocating single stage
Air Compressor reciprocating single stageAir Compressor reciprocating single stage
Air Compressor reciprocating single stage
 
2016EF22_0 solar project report rooftop projects
2016EF22_0 solar project report rooftop projects2016EF22_0 solar project report rooftop projects
2016EF22_0 solar project report rooftop projects
 
Bridge Jacking Design Sample Calculation.pptx
Bridge Jacking Design Sample Calculation.pptxBridge Jacking Design Sample Calculation.pptx
Bridge Jacking Design Sample Calculation.pptx
 
Block diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.pptBlock diagram reduction techniques in control systems.ppt
Block diagram reduction techniques in control systems.ppt
 
Hostel management system project report..pdf
Hostel management system project report..pdfHostel management system project report..pdf
Hostel management system project report..pdf
 
A Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna MunicipalityA Study of Urban Area Plan for Pabna Municipality
A Study of Urban Area Plan for Pabna Municipality
 
notes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.pptnotes on Evolution Of Analytic Scalability.ppt
notes on Evolution Of Analytic Scalability.ppt
 
Thermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.pptThermal Engineering -unit - III & IV.ppt
Thermal Engineering -unit - III & IV.ppt
 
Work-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptxWork-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptx
 
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced LoadsFEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
FEA Based Level 3 Assessment of Deformed Tanks with Fluid Induced Loads
 
Double Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torqueDouble Revolving field theory-how the rotor develops torque
Double Revolving field theory-how the rotor develops torque
 
School management system project Report.pdf
School management system project Report.pdfSchool management system project Report.pdf
School management system project Report.pdf
 
Rums floating Omkareshwar FSPV IM_16112021.pdf
Rums floating Omkareshwar FSPV IM_16112021.pdfRums floating Omkareshwar FSPV IM_16112021.pdf
Rums floating Omkareshwar FSPV IM_16112021.pdf
 
A CASE STUDY ON CERAMIC INDUSTRY OF BANGLADESH.pptx
A CASE STUDY ON CERAMIC INDUSTRY OF BANGLADESH.pptxA CASE STUDY ON CERAMIC INDUSTRY OF BANGLADESH.pptx
A CASE STUDY ON CERAMIC INDUSTRY OF BANGLADESH.pptx
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
 

IRJET- Evaluation of Irrigation Regime on Tomato in Mareko Woreda, Gurage Zone, Ethiopia

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 617 EVALUATION OF IRRIGATION REGIME ON TOMATO IN MAREKO WOREDA, GURAGE ZONE, ETHIOPIA Tagesse Bekele1, Mulugeta Abebo2 1 Southern Agricultural Research Institute (SARI), Natural Resource Research Directorate, Worabe Agricultural Research Center, Irrigation and Drainage Research Program, Assistant Researcher, Worabe, Ethiopia 2Southern Agricultural Research Institute (SARI), Natural Resource Research Directorate, Worabe Agricultural Research Center, Irrigation and Drainage Research Program, Assistant Researcher, Worabe, Ethiopia -----------------------------------------------------------------------***-------------------------------------------------------------------- Abstract - Irrigation scheduling is critical technique to quantifying water required byplantsandimproving irrigation efficiency. This study was carried out for two years (2016 and 2018) in Mareko Woreda, GurageZone, Ethiopia. Theobjective of this study was to determine irrigationschedulingand water productivity under different water depletion levels. The method used was field experiment in randomized complete block design (RCBD) four treatments with three replications. The treatments were (125% MAD, 100% MAD, and 75% of MAD and farmer practice). The combined yieldresultsshowed that non-marketable yield, marketable yield and total yield were insignificantly affectedbydifferentirrigationscheduling. As the result indicated that, there was no significant yield reduction when maximizing and minimizing irrigation intervals. Maximum and minimum water productivity were obtained from 100% MAD (4.9 kg/m3) and 125% MAD (4 kg/m3), respectively. It is concluded that to obtain better yield and WP with minimize number of irrigationandlabourcost, it is better to use 100% MAD. Key Words: ETc, Irrigation Regime, Tomato, MAD, Water productivity 1. INTRODUCTION Improving irrigation management is a crucial part of developing sustainable agricultural practices. Currently, agriculture accounts for over 70% of the world's water withdrawal [1]. Irrigation scheduling is a critical management input to crop production in all, particularly in arid and semi-arid regions that practice irrigation. Thus, the purpose of optimum irrigation scheduling is to ensure an adequate supply of soil moisture to minimize plant water stress during critical growth stages[2].Irrigationscheduling involves deciding when and how much water to apply to a field. Good scheduling will apply water at the right time and in the right quantity in order to optimize production and minimize adverse environmental impacts. Successful irrigation depends upon understanding and utilizing scheduling principles to develop a management plan, and then on efficiently implementing the plan [3]. Tomatoes are an important global vegetable crop and require a high water potential for optimal vegetative and reproductive development [4]. Tomato is one of the most important vegetables because of its special nutritive value, and is the world’s largest vegetable crop next to potato and sweet potato. Irrigation scheduling requires frequent measurements or continuous estimation of soil water depletion. Martin [5] stated that irrigation scheduling assists in the development of irrigation systems for different crops under different soil and climatic conditions. To achieve better control and management of irrigation water in tomato production, irrigation schedules should be applied based on crop water requirements [6]. The objective of this study is to evaluation effects of irrigation regime on tomato in Mareko Woreda which allow achieving optimum crop yield of tomato. 2. MATERIALS AND METHODS 2.1. Description of the Study Area The study was conducted at Mareko Woreda inGurageZone, SNNPR, Ethiopia. The area was geographical located at Latitude of 08°01'53"N, Longitude of 38°27‘23“ and an altitude ranges 1820m -1836m m.a.s.l. Figure: 2.1: Map of study area
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 618 2.2. Experimental Design The experimental treatment (125%MAD,100%MAD,75%of MAD and farmer practice) were arranged in randomized complete block design with threereplicationsmadea total of 12 experimental plots. Each plot had 16 m2 (4 m x 4 m) areas. The space between plots and blocks were 1.5 m and 2 m, respectively. The space between tomato plants and rows kept at 40 cm and 70 cm respectively. Fertilizer rate used was 300kg/ha NPS and 200kg/ha urea. 2.3. Soil Data The composite soil sample was collected from experimental field to determine physical and chemical properties (soil moisture, texture, Bulk density, FC and PWP and pH). Bulk density was calculated using: 2.1 The water content of the soil at field capacityandpermanent wilting point were determined in the laboratory by using a pressure plate apparatus.Thepressureplatewasadjustedto 0.33bar to determine field capacity and 15bar to determine permanent wilting point to a saturated soil sample. Total available Water (TAW) in the root zonewascomputedasthe difference in moisture content between FC and PWP [6].Itis computed as follows: 2.2 Where: TAW = total available water (cm), FC = Water content at filed capacity (%). PWP = Water content at permanent willing point(%)andDr = effective depth of root zone (cm) and BD = bulk density (g/cm3) RAW =MAD = TAW*p 2.3 Where, p =40% allowable soil moisture depletion without stress determined for tomato in all stages. Amount of irrigation applied in each irrigation event were measuring using partial flume. The irrigation water had applied using furrow irrigation system with the application efficiency of 60%. The infiltration rate of the soil in the experimental field was determined using double ring infiltrometer method before the staring of the experiment. 2.4. Determination of Crop Water Requirement Determination of water required (CWR) to compensate the amount of water lost through evapotranspiration (ETc), requires climatic and crop input data. Crop water reqiurment or ETc over the growing season was calculated from referenceevapotranspiration(ETo)andcropcoefficient (Kc) for that stage: ETc= ETo*Kc 2.4 Where, ETc= crop water requirement (mm), kc = crop coefficient, ETo = reference evapotranspairation (mm) 2.5. Climatic Data Maximum and minimum temperature (˚C), humidity (%), wind speed (km/day) and sunshine (hours) and Rainfall (mm) of the experimental site was from New locClim1.10 model. The reference evapotranspiration (ETo) of each month were computed by using CropWat 8.0 model. 2.6. Irrigation Water Management The net irrigation requirement was calculated using the CROPWAT computer program based on Allen at [6] as follows: 2.5 Where, IRn = net irrigation requirement (mm), ETc in mm and Pe = effective rainfall (mm) which is part of the rainfall that enters into the soil and makes available for crop production. Gross irrigation requirement was calculated by: IRg = 2.6 Where IRg = gross irrigation, IRn = net irrigation, Ea = application efficiency Irrigation interval (days) = 2.7 The irrigation water had applied using furrow irrigation system. Amount of irrigation waterappliedineachirrigation event were measured by partial flume. The time required to deliver the desired depth of water into each plot was calculated as: 2.8 Where: T = time in minute, dg = gross irrigation depth in cm, A = area of plot (m2), Q= flow rate in l/s 2.7. Data Collection and Analysis The field data such as marketable and non- marketableyield weight were taken from each plot. The harvested yield was grouped based on its quality for market accordingtothesize and degree of damage [7]. Data was analyzed using SAS 9.0 statistical soft ware based on randomized complete block design. Least Significant Difference (LSD at P = 5%) was employed to identify different level of deficit irrigation that were significantly different from other treatments.
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 08 | Aug 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.34 | ISO 9001:2008 Certified Journal | Page 619 3. RESULT AND DISCUSSION 3.1. Soil Result Based on soil textural classification of USDA, the experimental field soil was clay loam soil. The soil bulk density, FC and PWP were 1.03g/cm3, 35.74% and 17.8 %, respectively. This bulk density value was lower than the critical threshold level (1 1.4gm/m3) for any texture soil class [8]. In general, these values are suitable for crop root growth. Table1. Soil analyzed Results Soil parameters Result Sand (%) 20.33 Clay (%) 35.84 Silt (%) 43.93 Textural class Clay loam Bulk density (gm/cm3) 1.03 Field capacity (%) 35.74 Permanent wilting point (%) 17.8 3.2. Response of Tomato Yield to Irrigation Scheduling The combined yield results showed that non-marketable yield, marketable yield and total yield were insignificantly affected by varying irrigation scheduling intervals.Statically there was no yield difference among the treatments, But the result shows that applying at 100 % MAD gives relatively better yield. The maximum and minimum water productivity were obtained from 100% MAD (4.9 kg/m3) and 125% MAD (4 kg/m3), respectively. Table 2. Combined Tomato Yield Results Trts Non MY t/ha MY t/ha TY t/ha WP kg/m3 125%MAD 4.36 12.4 16.76 4 100% MAD 5.82 14.9 20.73 4.9 75 % of MAD 3.9 15.2 19.11 4.5 Fp 5.44 13.65 19.09 4.5 CV (%) 50 117 80 - LSD (5%) Ns Ns Ns - Note: MAD=Management Allowed Depletion, MY= marketable yield, nonMY= marketable yield, TY= total yield, WP= water productivity 4. CONCLUSION AND RECOMMENDATION The combined yield results showed that non-marketable yield, marketable yield and total yield were insignificantly affected by varying irrigation scheduling interval. However, there were insignificant yield difference among the treatments; there were minimum yield was obtained from 125% of MAD. Maximum and minimum water productivity were obtained from 100% MAD (4.9 kg/m3) and 125%MAD (4 kg/m3), respectively. It is concluded that in addition to obtaining better yield and water productivity, to minimize number of irrigation and labour cost, it is bettertouse100% MAD. 5. REFERENCES 1. Raskin, P., Gleick, P., Kirshen, P., Pontius, G. and Strzepek, K. 1997. Water Futures: Assessment of Longrange Patterns and Prospects. Stockholm Environment Institute, Stockholm, Sweden. 2. Wanjura, D.F., Upchurch, D.R. and Mahan, J.R. 1990. Evaluating decisioncriteria forirrigationscheduling of cotton. Transactions of the ASAE. 33(2):512-518. 3. Jones, J.W. 2004. Irrigation scheduling: advantages and pitfalls of plant-based methods. Journal of Experimental Botany, Vol. 55, No. 407, Water- Saving Agriculture Special Issue, pp. 2427–2436, November 2004. 4. Berova, M. and Zlatev, Z. 2000. Physiological response and yield of paclobutrazol treated tomato plants (Lycopersicon esculentum Mill), Plant Growth Reg 30(2): 117-123. 5. Martin, D.L., Stegman, E.C. and Fereres, E., 1990. Irrigation Scheduling Principles, In:. G.J. Hoffman et al.(eds), Management of Farm Irrigation Systems. ASAE Monograph. St. Joseph, MI: 155-199. 6. Allen RG, Pereia LS, Raes D, Smith M. 1998. Crop evapotranspiration guidelines for computing crop water requirements. FAO Irrigation and Drainage Paper No56, p 301 7. Lemma, D. and Shimels, A. 2003. Research experiences in onion production, research report No. 55 Ethiopian Agricultural Research Organization, Addis Ababa. 8. Hunt N. and R. Gilkes. 1992. Farm Monitoring Handbook. University of Western Australia, Land Management Society and National Dry land Salinity Program, Nedlands, Australia.