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Growth And Yield of Cauliflower Under Surface and Subsurface Drip Irrigation with Primarily Treated Municipal Wastewater in a Semi-Arid Peri-urban Area


Affiliations
1 Hydrology and Engineering Division, ICAR-Indian Institute of Soil and Water Conservation, Dehradun 248 195, India
2 Department of Agricultural Engineering, ICAR-Indian Agricultural Research Institute, New Delhi 110 012, India
3 Department of Biochemistry, H.N.B. Garhwal University (A Central University), Srinagar (Garhwal) 246 174, India
 

This study reports the effect of surface and subsurface drip irrigation with municipal wastewater and groundwater on growth and yield of cauliflower. Eight treatments were evaluated: surface drip (T1), subsurface drip (non-pressure compensating) (T2), bioline subsurface drip (T3) and bioline (pressure-compensating) surface drip (T4) using groundwater, and the same drip systems using primarily treated municipal wastewater (i.e. T5–T8). Results showed maximum leaf area index and ischolar_main length density (5.64 and 5.25 cm/cm3 respectively) of cauliflower in subsurface drip system having pressure-compensating lateral applying wastewater and minimum (4.48 and 4.05 cm/ cm3 respectively) in surface drip system having inline lateral applying groundwater. The highest curd yield (79.67 tonne/ha) was found with subsurface pressurecompensating drip with wastewater application, whereas lowest (59.01 tonne/ha) was recorded in case of inline surface drip with groundwater. The cauliflower curd yield increased by 7.58% and 8.49% under surface and subsurface pressure-compensating drip laterals with wastewater application, with a saving of 30.1% nitrogen, 14.14% phosphorus and 33.7% potassium, compared to groundwater-irrigated treatments.

Keywords

Cauliflower, Crop Growth, Drip Irrigation, Municipal Wastewater, Peri-urban Area, Yield.
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  • Growth And Yield of Cauliflower Under Surface and Subsurface Drip Irrigation with Primarily Treated Municipal Wastewater in a Semi-Arid Peri-urban Area

Abstract Views: 216  |  PDF Views: 85

Authors

Deepak Singh
Hydrology and Engineering Division, ICAR-Indian Institute of Soil and Water Conservation, Dehradun 248 195, India
Neelam Patel
Department of Agricultural Engineering, ICAR-Indian Agricultural Research Institute, New Delhi 110 012, India
Sridhar Patra
Hydrology and Engineering Division, ICAR-Indian Institute of Soil and Water Conservation, Dehradun 248 195, India
Nisha Singh
Department of Biochemistry, H.N.B. Garhwal University (A Central University), Srinagar (Garhwal) 246 174, India

Abstract


This study reports the effect of surface and subsurface drip irrigation with municipal wastewater and groundwater on growth and yield of cauliflower. Eight treatments were evaluated: surface drip (T1), subsurface drip (non-pressure compensating) (T2), bioline subsurface drip (T3) and bioline (pressure-compensating) surface drip (T4) using groundwater, and the same drip systems using primarily treated municipal wastewater (i.e. T5–T8). Results showed maximum leaf area index and ischolar_main length density (5.64 and 5.25 cm/cm3 respectively) of cauliflower in subsurface drip system having pressure-compensating lateral applying wastewater and minimum (4.48 and 4.05 cm/ cm3 respectively) in surface drip system having inline lateral applying groundwater. The highest curd yield (79.67 tonne/ha) was found with subsurface pressurecompensating drip with wastewater application, whereas lowest (59.01 tonne/ha) was recorded in case of inline surface drip with groundwater. The cauliflower curd yield increased by 7.58% and 8.49% under surface and subsurface pressure-compensating drip laterals with wastewater application, with a saving of 30.1% nitrogen, 14.14% phosphorus and 33.7% potassium, compared to groundwater-irrigated treatments.

Keywords


Cauliflower, Crop Growth, Drip Irrigation, Municipal Wastewater, Peri-urban Area, Yield.



DOI: https://doi.org/10.18520/cs%2Fv119%2Fi8%2F1357-1363