Thursday 12 February 2015

AGRICULTURAL ENGINEERING – 2002,PAPER – I SECTION B

                           Time Allowed: Three Hours    Maximum Marks:  200

SECTION B

5.       Answer any four sub-parts not exceeding 150 words for each sub-part:
           (a)            (i) Mention five different methods to increase yield potential of an area where poor quality irrigation water is used.
                     (iii)               Determine the depth of irrigation water which would change 50 cm depth of loam soil into saline condition, if EC of irrigation water is 1 milliohms/ cm. The bulk density of soil is 1.3 gm/ cm³, the density of water is 1 gm/cm³ and saturation percentage of soil is 40.

           (b)     Explain modified Penman formula to calculate evapotranspiration rate.
           (c)      Calculate the most efficient bottom which for a drainage channel to carry a flow 2 m deep in clay soil. Compute the velocity and discharge capacity of the channel if the channel gradient is 0.05%. Permissible velocity in channel in clay soil is 1.2 m/sec and n= 0.035.
            (d)     What are the benefits of drainage? Mention five different types of land which require drainage.
            (e)     Differentiate between drilled wells and cavity tube wells.

6.       (a) Explain Hooghoudt’s equation with all assumptions and find out mathematical derivative for drain spacing.
     
                    (b)  Explain design considerations for a concrete grain bin.
                    (c) Name five points to be considered for selection of site or pumping tests.

7.       (a)  Discuss procedure to design an efficient border irrigation system.
                   (b) Mention effect of speed and impeller diameter on pump performance.
                    (c)   Write short notes on:
                           (i) Bag storage structure (ii)   Morai   (iii) Pen barn

8.       (a) A sprinkler irrigation system is to be designed to irrigate 10 hectares of vegetable crops in deep silt loam soil in moderate dry climate. The field is flat. Determine the limiting rate of application, the irrigation period, the net depth of water per application, the depth of water pumped for application and he required system capacity in hectare centimeters per day. Assume system operation 14 hours each day and determine pump capacity, limiting application rate is 1.3 cm/ hr, moisture holding capacity of soil may be taken as 9.5 cm/m depth/. The root zone depth is 60 cm; peak rate of moisture used by crop is 5 mm/day water application efficiency is 75%.
                    (b) Write short notes on:
                            (i) Soil wetness    (ii)    Soil consistency
                           (iii)  Saline and alkali soils    (IV) Pressure plate apparatus 
               (v)              Cavitation

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