1
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
The inverse of the matrix $$\left[ {\matrix{
{3 + 2i} & i \cr
{ - i} & {3 - 2i} \cr
} } \right]$$ is
2
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
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
Ion concentrations obtained for a groundwater sample (having pH=8.1) are given
below.
Total 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 |
Total hardness (mg/L as $$CaCO_3$$) present in the above water sample is
4
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 |
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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