Differentiate between plain and reinforced concrete. Among these to which one gives more strength?
Based on energy/pressure reqd Gravity Irrigation. Border, basin & furrow irrigations Pressurized irrigation. Drip & Sprinkler irrigations Based on placement of irrigation water (on, above or below soil surface) Surface irrigation. Border, basin & furrow irrigations Subsurface irrigationRead more
- Based on energy/pressure reqd
Gravity Irrigation. Border, basin & furrow irrigations
Pressurized irrigation. Drip & Sprinkler irrigations
- Based on placement of irrigation water (on, above or below soil surface)
Surface irrigation. Border, basin & furrow irrigations
Subsurface irrigation
Overhead irrigation. Sprinkler & hand watering
- Based on wetted area of crop root zone by irrigation
Flood irrigation (Border, basin & furrow)
Drip (or trickle or localized) irrigation
Sprinkler irrigation
Surface Irrigation Method: Borders
- Best adapted to grain and forage crops
- Good for uniform soils with mild slope
- Not good for crops sensitive to wet soil conditions
- Typical efficiencies range from 70 – 85%
- Major investment is that of land grading or leveling
- Border strip width, W = 3 – 30m; Length, L = 100 —- 800m
- Has zero side slope and uniform longitudinal slope of <1%
- Strips have no cross slope
Surface Irrigation Method: Basins
- Field is divided into small units surrounded by levees or dikes
- Basin size: 1 to 15 ha; up to 100 to 400 m long
- Most commonly practiced for rice and orchard tree crops
- Level basin
- Water is held until it infiltrates or is drained away
- Minimum runoff loss and High application efficiency is possible
- Graded basin (contour levee irrigation)
- Constructed with two levees parallel and two perpendicular to the field contours
- Water enters along the upper contour and flows to the lower.
Advantages
- Water covers the basin rapidly to ensure good uniformity
- Best suited for lands/crops where leaching is required to wash out salts from the root zone
- Involves the least labour of the surface methods
- Design efficiencies can be on the order of 70-85%
Limitations
- Levees interfere with movement of farm equipment
- Higher amount of water is required compared to sprinkler or drip irrigation
- Amajor cost in basin irrigation is that of land grading or leveling
- Impedes surface drainage
Surface Irrigation Method: Furrow
- Irrigation is accomplished by running water in small channels (furrow)
- Constructed with or across the field slope
- Water infiltrates from the bottom and sides of furrows moving laterally and downward to wet the soil and to move soluble salts, fertilizer and herbicides carried with the water
- Widely spaced row crops such as potato, maize, vegetables, and trees
- Loam soil with mild slope, 0.5-2%
- Labour reqd is generally higher
- Major initial cost is construction of furrow
Types
- Level
- Graded
- Contour
Advantages
- Efficiency can be high.as 90%
- Developed at a relatively low cost after necessary land-forming activities are accomplished
- Erosion is minimal
- Adaptable to a wide range of land slopes
Limitation
- Not suitable for high permeable soil where vertical infiltration is much higher than the lateral entry
- Higher amount of water is required, compared to sprinkler or drip irrigation
- Furrows should be closely arranged
Sprinkler Irrigation
- Water is delivered through a pressurized pipe network to sprinklers, nozzles, or jets which spray the water into the air, to fall to the soil as an artificial “rain”
- Light sandy soils are well suited
- Sprinklers can be used on any topography
- Sometimes used to germinate seed and establish ground cover for crops like lettuce, alfalfa, and sod
- Very high efficiency water application
- High capital investment but has low labor requirements
Types
- Portable or hand move
- Solid set & permanent
- Travelling gun system
- Side roll system
- Centre pivot & linear move system
Advantages
- Readily automatable
- Facilitates to chemigation and fertigation
- Reduced labor requirements needed for irrigation
Limitations
- Many crops (citrus, for example) are sensitive to foliar damage when sprinkled with saline waters
- Initially high installation cost
- High maintenance cost
Drip Irrigation
- Constant steady flow of water is applied directly to the root zone of the plants by means of applicators operated under low pressure
- Applicators: orifices, emitters, porous tubing, perforated pipe
- Most efficient irrigation system
- Most suited to high-density orchards, tree crops, and high-value horticultural crops
- Not designed for large root systems
- Suited for situations where the water supply is limited
- Very effective in applying nutrients (fertilizers)/insecticides through the drip system
- Burying the drip system reduces water loss even further by preventing runoff across the surface
Advantages:
- Highly efficient system
- Limited water sources can be used
- Right amount of water can be applied in the root zone
- It can be automated and well adapted to chemigation and fertigation
- Reduces nutrient leaching, labor requirement, and operating cost
- Nearly uniform distribution of water
- Lower pressures are required-low energy for pumping
Limitations:
- High initial cost
- Technical skill is required to maintain and operate the system
- The closer the spacing, the higher the system cost per hectare
- Damage to drip tape may occur
- Cannot wet the soil volume quickly (to recover from moisture deficit) as other systems
- Facilitates shallow root zone
- Needs clean water
Other Forms of Irrigation
Hand watering
- Nurseries and Fruit trees
Capillary irrigation
- Wet the root zone by capillary rise
- Buried pipes or deep surface canals
Localized irrigation
- Water is applied around each or group of plants
- Wets root zone only
Subsurface irrigation
- Water is applied below the ground surface either by raising the water table within or near the root zone or by using a buried perforated or porous pipe system
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aviratdhodare
Basic differences PCC RCC Plain Cement Concrete R/f Cement Concrete It doesn’t carry ‘Steel’. It carries Steel. PCC is weak in tension loading while strong in compression loading. RCC is strong in both. PCC blasts on excessive loading & in an instant w/t giving any warning. RCC gives you enoughRead more
Basic differences
High tensile steel bars
Included with tension
No tension included
Post-Tensioning → M30
Pre-Tensioning → M40
to resist high stresses
High strength steel to transfer large prestressing force
Steel → MS
Cracks don’t occur under working loads
Heavy loads & longer spans
Wt is more desired than steel
Pulling jack, Post-tensioning pump, Master wedges, Anchhor head & bearing
More strength & less c/s area
As length of span gets ↑
Cost % ↑
C/s area of beam ↓