1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
Ion concentrations obtained for a groundwater sample (having pH=8.1) are given
below.
Carbonate hardness (mg/L as $$CaCO_3$$) present in the above water sample is
| Ion | $$Ca^{2+}$$ | $$Mg^{2+}$$ | $$Na^+$$ | $$HCO_3^-$$ | $$SO_4^{2-}$$ | $$Cl^{-}$$ |
|---|---|---|---|---|---|---|
| Ionconcentration(mg/L) | 100 | 6 | 15 | 250 | 45 | 39 |
| Atomic Weight | Ca=40 | Mg=24 | Na=23 | H=1,C=12,O=16 | S=32,O=16 | Cl=35.5 |
Carbonate hardness (mg/L as $$CaCO_3$$) present in the above water sample is
2
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
The moisture holding capacity of the soil in a 100 hectare farm is 18 cm/m. the field is to
be irrigated when 50 percent of the available moisture in the root zone is depleted. The
irrigation water is to be supplied by a pump working for 10hours a day, and water
application efficiency is 75%. Details of crops planned for cultivation are as follows:
The area of crop Y that can be irrigated when the available capacity of irrigation
system is 40 liters/sec is
| Crop | Root zone depth (m) | Peak rate of moisture use(mm/day) |
|---|---|---|
| X | 1.0 | 5.0 |
| Y | 0.8 | 4.0 |
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
The moisture holding capacity of the soil in a 100 hectare farm is 18cm/m. the field is to
be irrigated when 50 percent of the available moisture in the root zone is depleted. The
irrigation water is to be supplied by a pump working for 10hours a day, and water
application efficiency is 75%. Details of crops planned for cultivation are as follows:
The capacity of irrigation system required to irrigate crop X in 36 hectares is
| Crop | Root zone depth (m) | Peak rate of moisture use(mm/day) |
|---|---|---|
| X | 1.0 | 5.0 |
| Y | 0.8 | 4.0 |
4
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
A doubly reinforced rectangular concrete beam has a width of $$300$$ $$mm$$ and an effective depth of $$500$$ $$mm.$$ the beam is reinforced with $$2200\,m{m^2}$$ of steel in tension and $$628\,m{m^2}$$ of steel in compression. The effective cover for compression steel is $$50$$ $$mm$$. Assume that both tension and compression steel yield. The grades of concrete and steel used are $$M20$$ and $$Fe250$$ respectively. The stress lock parameters (rounded off to first two decimal places) for concrete shall be as per IS $$456:200.$$
The moment of resistance of the section is
Paper Analysis
Total Questions
Engineering Mathematics 10
Environmental Engineering 2
Irrigation 2
Reinforced Cement Concrete 2
Steel Structures 2
Strength of Materials Or Solid Mechanics 8
Structural Analysis 2
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