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<title>GATE Overflow for GATE XE - Recent activity in Flow and Fluid Properties</title>
<link>https://xe.gateoverflow.in/activity/fluid-mechanics/flow-and-fluid-properties</link>
<description>Powered by Question2Answer</description>
<item>
<title>Answer reshown: GATE XE 2022 | Question: 15</title>
<link>https://xe.gateoverflow.in/51/gate-xe-2022-question-15?show=1008#a1008</link>
<description>Option C , Since dynamic viscoscity doen&amp;#039;t depent on temperature.It realted with velocity gradient (Rate of shear strain ) and the shear stress</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/51/gate-xe-2022-question-15?show=1008#a1008</guid>
<pubDate>Thu, 21 May 2026 09:57:47 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2026 | Question: 152</title>
<link>https://xe.gateoverflow.in/846/gate-xe-2026-question-152?show=846#q846</link>
<description>The mass (in $\mathrm{kg}$) of dry air in a room, measuring $10 m \times 7 m \times 3 m$, is $\_\_\_\_$. (rounded off to two decimal places)&lt;br /&gt;
&lt;br /&gt;
[Density of dry air is $1.029 \times 10^{-3} \mathrm{~g} \mathrm{~cm}^{-3}$]</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/846/gate-xe-2026-question-152?show=846#q846</guid>
<pubDate>Thu, 02 Apr 2026 10:25:56 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2026 | Question: 149</title>
<link>https://xe.gateoverflow.in/849/gate-xe-2026-question-149?show=849#q849</link>
<description>In a stable atmosphere, the change in pressure (in kilo Pascal) at a height of $100 \mathrm{~m}$ from the mean sea level is $\_\_\_\_$. (rounded off to three decimal places)&lt;br /&gt;
&lt;br /&gt;
[Density of air is $1.029 \mathrm{~kg} \mathrm{~m}^{-3}$ and acceleration due to gravity is $9.81 \mathrm{~m} \mathrm{~s}^{-2}$]</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/849/gate-xe-2026-question-149?show=849#q849</guid>
<pubDate>Thu, 02 Apr 2026 10:22:55 +0000</pubDate>
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<title>Edited: GATE XE 2026 | Question: 30</title>
<link>https://xe.gateoverflow.in/968/gate-xe-2026-question-30?show=968#q968</link>
<description>&lt;p&gt;A rectangular block (density $=600 \mathrm{~kg} \cdot \mathrm{~m}^{-3}$ ) with base area of $0.06 \mathrm{~m}^{2}$ and height $15$ cm is partially submerged in water (density $=1000 \mathrm{~kg} \cdot \mathrm{~m}^{-3}$), as shown in the figure. Assume acceleration due to gravity as $10 \mathrm{~m}. \mathrm{s}^{-2}$. The submerged depth, $h$ (in $\mathrm{m}$) of the block in the water is $\_\_\_\_$. (rounded off to two decimal places)&lt;/p&gt;&lt;p style=&quot;text-align:center&quot;&gt;&lt;img alt=&quot;&quot; width=&quot;300&quot; height=&quot;180&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=17737522330692670422&quot;&gt;&lt;/p&gt;&lt;p&gt; &lt;/p&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/968/gate-xe-2026-question-30?show=968#q968</guid>
<pubDate>Tue, 31 Mar 2026 07:57:08 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2026 | Question: 28</title>
<link>https://xe.gateoverflow.in/970/gate-xe-2026-question-28?show=970#q970</link>
<description>&lt;p&gt;A gas is pressurized in a vertical frictionless piston-cylinder device, as shown in the figure. The piston has a mass of $4$ kg and a cross-sectional area of $40 \mathrm{~cm}^{2}$. A metallic block of $13$ kg is placed on the piston. The atmospheric pressure ( $p_{a}$ ) is $1$ bar. Assume acceleration due to gravity as $10 \mathrm{~m} . \mathrm{s}^{-2}$. The pressure inside the cylinder, $p_{i}$ (in bar) is $\_\_\_\_$ . (rounded off to three decimal places)&lt;/p&gt;&lt;p style=&quot;text-align:center&quot;&gt;&lt;img alt=&quot;&quot; width=&quot;272&quot; height=&quot;306&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=959230598595339830&quot;&gt;&lt;/p&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/970/gate-xe-2026-question-28?show=970#q970</guid>
<pubDate>Tue, 31 Mar 2026 07:54:54 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2026 | Question: 16</title>
<link>https://xe.gateoverflow.in/982/gate-xe-2026-question-16?show=982#q982</link>
<description>&lt;p&gt;Consider the following statements:&lt;/p&gt;&lt;p&gt;&lt;u&gt;Assertion (&lt;strong&gt;a&lt;/strong&gt;)&lt;/u&gt;&lt;/p&gt;&lt;p&gt;Surface tension acts along the interface of two fluids.&lt;/p&gt;&lt;p&gt;&lt;u&gt;Reason (&lt;strong&gt;r&lt;/strong&gt;)&lt;/u&gt;&lt;/p&gt;&lt;p&gt;The pressure of the fluid inside a bubble is higher than that of the fluid outside the bubble.&lt;/p&gt;&lt;p&gt;Which one of the following options is correct?&lt;/p&gt;&lt;ol start=&quot;1&quot; style=&quot;list-style-type: upper-alpha;&quot;&gt;&lt;li&gt;Both (&lt;strong&gt;a&lt;/strong&gt;) and (&lt;strong&gt;r&lt;/strong&gt;) are true, and (&lt;strong&gt;r&lt;/strong&gt;) is the correct explanation of (&lt;strong&gt;a&lt;/strong&gt;).&lt;/li&gt;&lt;li&gt;Both (&lt;strong&gt;a&lt;/strong&gt;) and (&lt;strong&gt;r&lt;/strong&gt;) are true, however (&lt;strong&gt;r&lt;/strong&gt;) is not the correct explanation of (&lt;strong&gt;a&lt;/strong&gt;).&lt;/li&gt;&lt;li&gt;(&lt;strong&gt;a&lt;/strong&gt;) is true, but (&lt;strong&gt;r&lt;/strong&gt;) is false.&lt;/li&gt;&lt;li&gt;(&lt;strong&gt;a&lt;/strong&gt;) is false, but (&lt;strong&gt;r&lt;/strong&gt;) is true.&lt;/li&gt;&lt;/ol&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/982/gate-xe-2026-question-16?show=982#q982</guid>
<pubDate>Sat, 28 Mar 2026 10:36:41 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2025 | Question: 172</title>
<link>https://xe.gateoverflow.in/480/gate-xe-2025-question-172?show=480#q480</link>
<description>A floating hot air balloon with volume $1000 \mathrm{~m}^{3}$ and gross mass (excluding the air in the balloon) $100 \: \mathrm{kg}$ is in hydrostatic balance where the external air temperature is $10^{\circ} \mathrm{C}$ and density is $1 \mathrm{~kg} \mathrm{~m}^{-3}$. The temperature of the air inside the balloon is $\_\_\_\_\_\_$ ${ }^{\circ} \mathrm{C}$. (Round off to the nearest integer.)</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/480/gate-xe-2025-question-172?show=480#q480</guid>
<pubDate>Mon, 30 Jun 2025 16:28:12 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2025 | Question: 39</title>
<link>https://xe.gateoverflow.in/751/gate-xe-2025-question-39?show=751#q751</link>
<description>Consider, a kite weighing $100$ grams as essentially a rigid flat plate making an angle $8^{\circ}$ with the horizontal and having a planform area of $0.045 \mathrm{~m}^{2}$ when exposed to horizontal parallel wind of $60 \mathrm{~km} / \mathrm{h}$. The thread string of the kite makes an angle $45^{\circ}$ with the horizontal. A tension of $450$ grams in the thread is necessary to float the kite steadily. Take air density as $1.2 \mathrm{~kg} / \mathrm{m}^{3}$ and gravitational acceleration as $9.81 \mathrm{~m} / \mathrm{s}^{2}$. The lift coefficient $\left(C_{L}\right)$ associated with the air flow around steadily floating kite (rounded off to $2$ decimal places) is $\_\_\_\_\_\_$</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/751/gate-xe-2025-question-39?show=751#q751</guid>
<pubDate>Sun, 29 Jun 2025 12:51:30 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2025 | Question: 33</title>
<link>https://xe.gateoverflow.in/757/gate-xe-2025-question-33?show=757#q757</link>
<description>&lt;p&gt;​​​​A solid body of uniform specific gravity floats in a deep liquid pool. Take $B, G$, and $M$ as the centre of buoyancy, centre of gravity, and metacentre of the body, respectively.&lt;/p&gt;

&lt;p&gt;Which one of the following options is correct for the stable floatation of the body in the pool when the body is given a small tilt angle?&lt;/p&gt;

&lt;ol start=&quot;1&quot; style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;$\overline{M G}$ is the metacentric height and $G$ should lie below $M$&lt;/li&gt;
	&lt;li&gt;$\overline{M G}$ is the metacentric height and $B$ should lie above $M$&lt;/li&gt;
	&lt;li&gt;$\overline{M B}$ is the metacentric height and $B$ should lie below $M$&lt;/li&gt;
	&lt;li&gt;$\overline{M B}$ is the metacentric height and $G$ should lie above $M$&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/757/gate-xe-2025-question-33?show=757#q757</guid>
<pubDate>Sun, 29 Jun 2025 12:44:37 +0000</pubDate>
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<item>
<title>Edited: GATE XE 2025 | Question: 26</title>
<link>https://xe.gateoverflow.in/764/gate-xe-2025-question-26?show=764#q764</link>
<description>&lt;p&gt;​​​For a steady and incompressible flow, the velocity field $(\vec{V})$ in Cartesian $(x, y, z)$ coordinate system is given as:&lt;/p&gt;

&lt;p&gt;$$\vec{V}=5 x i-P y j+3 k$$&lt;/p&gt;

&lt;p&gt;Here, $i, j$, and $k$ are unit vectors along $x, y$, and $z$ directions, respectively and $P$ is a constant.&lt;/p&gt;

&lt;p&gt;Which one of the following options is the correct value of $P$ that satisfies the conservation of mass for the given velocity field?&lt;/p&gt;

&lt;ol start=&quot;1&quot; style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;$5$&lt;/li&gt;
	&lt;li&gt;$-5$&lt;/li&gt;
	&lt;li&gt;$8$&lt;/li&gt;
	&lt;li&gt;$2$&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/764/gate-xe-2025-question-26?show=764#q764</guid>
<pubDate>Sun, 29 Jun 2025 12:32:06 +0000</pubDate>
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<item>
<title>Recategorized: GATE XE 2024 | Question: 12</title>
<link>https://xe.gateoverflow.in/404/gate-xe-2024-question-12?show=404#q404</link>
<description>&lt;p&gt;Which one of the following figures shows the CORRECT dependence of apparent viscosity $(\eta)$ on rate of shear strain $(d u / d y)$ for pseudoplastic fluids?&lt;/p&gt;

&lt;ol start=&quot;1&quot; style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=15712597159415970497&quot; width=&quot;200&quot;&gt;&lt;/li&gt;
	&lt;li&gt;&amp;nbsp;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=662279512819202774&quot; width=&quot;200&quot;&gt;&lt;/li&gt;
	&lt;li&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=17937834802856536418&quot; width=&quot;200&quot;&gt;&lt;/li&gt;
	&lt;li&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=14825088668283956074&quot; width=&quot;200&quot;&gt;&lt;/li&gt;
&lt;/ol&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;

&lt;div&gt;&amp;nbsp;&lt;/div&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/404/gate-xe-2024-question-12?show=404#q404</guid>
<pubDate>Mon, 05 May 2025 14:41:07 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2024 | Question: 19</title>
<link>https://xe.gateoverflow.in/397/gate-xe-2024-question-19?show=397#q397</link>
<description>&lt;p&gt;For an immersed neutrally buoyant body to be in stable equilibrium, the center of gravity of the body is directly&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;above the metacenter.&lt;/li&gt;
	&lt;li&gt;below the metacenter.&lt;/li&gt;
	&lt;li&gt;above the center of buoyancy.&lt;/li&gt;
	&lt;li&gt;below the center of buoyancy.
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/397/gate-xe-2024-question-19?show=397#q397</guid>
<pubDate>Mon, 05 May 2025 14:40:48 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2024 | Question: 24</title>
<link>https://xe.gateoverflow.in/392/gate-xe-2024-question-24?show=392#q392</link>
<description>&lt;p&gt;&amp;nbsp;&lt;/p&gt;

&lt;p&gt;Consider a fluid flow around an airfoil as shown in figure.&lt;/p&gt;

&lt;p style=&quot;text-align:center&quot;&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=10038859127891839618&quot; width=&quot;500&quot;&gt;&lt;/p&gt;

&lt;p&gt;&lt;br&gt;
The directions of drag force and lift force, respectively are along&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;OA and OC.&lt;/li&gt;
	&lt;li&gt;OA and OD.&lt;/li&gt;
	&lt;li&gt;OB and OC .&lt;/li&gt;
	&lt;li&gt;OB and OD .
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Classification of Flows</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/392/gate-xe-2024-question-24?show=392#q392</guid>
<pubDate>Mon, 05 May 2025 14:40:31 +0000</pubDate>
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<item>
<title>Recategorized: GATE XE 2024 | Question: 25</title>
<link>https://xe.gateoverflow.in/391/gate-xe-2024-question-25?show=391#q391</link>
<description>&lt;p&gt;A vessel which contains a volatile liquid and its vapour is connected with a mercury manometer as shown in figure. Both the liquid and vapour phases are at equilibrium. The vapour pressure and density of the volatile liquid are $107.6$ kPa and $700 \mathrm{~kg} / \mathrm{m}^{3}$, respectively. The density of the mercury is $13600 \mathrm{~kg} / \mathrm{m}^{3}$. Acceleration due to gravity $(\mathrm{g})$ is $10 \mathrm{~m} / \mathrm{s}^{2}$ and atmospheric pressure is $101$ kPa . Hydrostatic pressure created by the weight of the vapour is neglected.&lt;/p&gt;

&lt;p style=&quot;text-align:center&quot;&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=6634537989197984762&quot; width=&quot;400&quot;&gt;&lt;/p&gt;

&lt;p&gt;The height, $h$ $\text{(in m , rounded off to two decimal places)}$ of the mercury column in figure is ____________.&lt;/p&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/391/gate-xe-2024-question-25?show=391#q391</guid>
<pubDate>Mon, 05 May 2025 14:40:28 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2024 | Question: 27</title>
<link>https://xe.gateoverflow.in/389/gate-xe-2024-question-27?show=389#q389</link>
<description>Consider two parallel plates separated by a distance of $1$ cm filled with a Newtonian fluid of viscosity $10^{-3} \mathrm{~Pa}$.s. The top plate is moving with a velocity of $1 \mathrm{~m} / \mathrm{s}$ whereas the bottom plate is stationary. The shear stress $\text{(in Pa , rounded off to one decimal place)}$ on the top plate is __________.</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/389/gate-xe-2024-question-27?show=389#q389</guid>
<pubDate>Mon, 05 May 2025 14:40:19 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2022 | Question: 12</title>
<link>https://xe.gateoverflow.in/54/gate-xe-2022-question-12?show=54#q54</link>
<description>&lt;p&gt;&lt;br&gt;
A heavy horizontal cylinder of diameter $D$ supports a mass of liquid having density $\rho$ as shown in the figure. Find out the vertical component of force exerted by the liquid per unit length of the cylinder if $g$ is the acceleration due to gravity.&lt;/p&gt;

&lt;p&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=4611641281578981679&quot; width=&quot;600&quot;&gt;&lt;/p&gt;

&lt;ol&gt;
	&lt;li&gt;$\frac{\pi D^{2}}{4} \rho g$&lt;/li&gt;
	&lt;li&gt;$\frac{\pi D^{2}}{8} \rho g$&lt;/li&gt;
	&lt;li&gt;$\frac{\pi D^{2}}{2} \rho g$&lt;/li&gt;
	&lt;li&gt;$\frac{\pi D^{2}}{3} \rho g$&amp;nbsp;&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/54/gate-xe-2022-question-12?show=54#q54</guid>
<pubDate>Mon, 05 May 2025 12:43:57 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2022 | Question: 30</title>
<link>https://xe.gateoverflow.in/36/gate-xe-2022-question-30?show=36#q36</link>
<description>A wooden cylinder $\text{(specific gravity} $=0.6$)$ of length $L$ and diameter $D$ floats in water $\text{(density}$ $1000 \mathrm{~kg} / \mathrm{m}^3)$. Find out the minimum value of $D / L$ for which the cylinder floats with its axis vertical.&lt;br /&gt;
$\text{(Round off to three decimal places)}$</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/36/gate-xe-2022-question-30?show=36#q36</guid>
<pubDate>Mon, 05 May 2025 12:43:07 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2022 | Question: 31</title>
<link>https://xe.gateoverflow.in/35/gate-xe-2022-question-31?show=35#q35</link>
<description>&lt;p&gt;A wooden cylinder $\text{(specific gravity}$ $=0.6$ ) of length $L$ and diameter $D$ floats in water $\text{(density}$ $1000 \mathrm{~kg} / \mathrm{m}^3$). Find out the minimum value of $D / L$ for which the cylinder floats with its axis vertical.&lt;br&gt;
$\text{(Round off to three decimal places)}$&lt;/p&gt;

&lt;p&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=7507345749224330210&quot; width=&quot;400&quot;&gt;&lt;/p&gt;

&lt;p&gt;&amp;nbsp;&lt;/p&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/35/gate-xe-2022-question-31?show=35#q35</guid>
<pubDate>Mon, 05 May 2025 12:43:01 +0000</pubDate>
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<item>
<title>Recategorized: GATE XE 2023 | Question: 15</title>
<link>https://xe.gateoverflow.in/226/gate-xe-2023-question-15?show=226#q226</link>
<description>&lt;p&gt;Among the shear stress versus shear strain rate curves shown in the figure, which one corresponds to a shear thinning fluid ?&lt;/p&gt;

&lt;p&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=10966121239980192860&quot; width=&quot;400&quot;&gt;&lt;/p&gt;

&lt;p&gt;&amp;nbsp;&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;$\mathrm{P}$&lt;/li&gt;
	&lt;li&gt;$\mathrm{Q}$&lt;/li&gt;
	&lt;li&gt;$\mathrm{R}$&lt;/li&gt;
	&lt;li&gt;$\mathrm{S}$
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/226/gate-xe-2023-question-15?show=226#q226</guid>
<pubDate>Mon, 05 May 2025 12:21:39 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2023 | Question: 18</title>
<link>https://xe.gateoverflow.in/223/gate-xe-2023-question-18?show=223#q223</link>
<description>&lt;p&gt;Which of the following statements are true?&lt;/p&gt;

&lt;p&gt;$\text{(i)}$ Conservation of mass for an unsteady incompressible flow can be represented as $\nabla \cdot \vec{V}=0$, where $\vec{V}$ denotes velocity vector.&lt;br&gt;
$\text{(ii)}$ Circulation is defined as the line integral of vorticity about a closed curve.&lt;br&gt;
$\text{(iii)}$ For some fluids, shear stress can be a nonlinear function of the shear strain rate.&lt;br&gt;
$\text{(iv)}$ Integration of the Bernoulli&#039;s equation along a streamline under steady-state leads to the Euler&#039;s equation.&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;$\text{(ii) and (iv)}$ only&lt;/li&gt;
	&lt;li&gt;$\text{(i), (ii) and (iii)}$ only&lt;/li&gt;
	&lt;li&gt;$\text{(i) and (iii)}$ only&lt;/li&gt;
	&lt;li&gt;$\text{(ii) and (iv)}$ only
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/223/gate-xe-2023-question-18?show=223#q223</guid>
<pubDate>Mon, 05 May 2025 12:21:29 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2023 | Question: 20</title>
<link>https://xe.gateoverflow.in/221/gate-xe-2023-question-20?show=221#q221</link>
<description>&lt;p&gt;A stationary object is fully submerged in a static fluid, as shown in the figure. Here, $\text{CG}$ and $\mathrm{CB}$ stand for center of gravity and center of buoyancy, respectively. Which one(s) among the following statements is/are true?&lt;/p&gt;

&lt;p&gt;&lt;img alt=&quot;&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=8167391532866085041&quot; width=&quot;500&quot;&gt;&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;The object is in stable equilibrium if $y_{C G}&amp;gt;y_{C B}$.&lt;/li&gt;
	&lt;li&gt;The object is in stable equilibrium if $y_{C G}$&lt;/li&gt;
	&lt;li&gt;The object is in neutral equilibrium if $y_{C G}=y_{C B}$.&lt;/li&gt;
	&lt;li&gt;The object is in unstable equilibrium if $y_{C G}=y_{C B}$.
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/221/gate-xe-2023-question-20?show=221#q221</guid>
<pubDate>Mon, 05 May 2025 12:21:25 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2023 | Question: 27</title>
<link>https://xe.gateoverflow.in/214/gate-xe-2023-question-27?show=214#q214</link>
<description>&lt;img alt=&quot;GATE XE 2023 | Question-27&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=8223520843088748305&quot;&gt;&lt;p&gt;\begin{tabular}{|l} &lt;br&gt;
Q. 37 \\&lt;br&gt;
Water $\left(\right.$ density $\left.=1000 \mathrm{~kg} / \mathrm{m}^{3}\right)$ and alcohol (specific gravity $=0.7$ ) enter a \\&lt;br&gt;
Y-shaped channel at flow rates of $0.2 \mathrm{~m}^{3} / \mathrm{s}$ and $0.3 \mathrm{~m}^{3} / \mathrm{s}$, respectively. Their \\&lt;br&gt;
mixture leaves through the other end of the channel, as shown in the figure. The \\&lt;br&gt;
average density $\left(\right.$ in $\left.\mathrm{kg} / \mathrm{m}^{3}\right)$ of the mixture is&lt;br&gt;
\end{tabular}&lt;/p&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/214/gate-xe-2023-question-27?show=214#q214</guid>
<pubDate>Mon, 05 May 2025 12:21:00 +0000</pubDate>
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<item>
<title>Recategorized: GATE XE 2023 | Question: 33</title>
<link>https://xe.gateoverflow.in/208/gate-xe-2023-question-33?show=208#q208</link>
<description>&lt;img alt=&quot;GATE XE 2023 | Question-33&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=14868404594184471366&quot;&gt;&lt;p&gt;Q. 43 A stationary circular pipe of radius $R=0.5 \mathrm{~m}$ is half filled with water (density =&lt;br&gt;
$1000 \mathrm{~kg} / \mathrm{m}^{3}$ ), whereas the upper half is filled with air at atmospheric pressure, as&lt;br&gt;
shown in the figure. Acceleration due to gravity is $g=9.81 \mathrm{~m} / \mathrm{s}^{2}$. The magnitude&lt;br&gt;
of the force per unit length (in $\mathrm{kN} / \mathrm{m}$, rounded off to one decimal place) applied by&lt;br&gt;
water on the pipe section $\mathrm{AB}$ is&lt;/p&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/208/gate-xe-2023-question-33?show=208#q208</guid>
<pubDate>Mon, 05 May 2025 12:20:43 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2023 | Question: 83</title>
<link>https://xe.gateoverflow.in/158/gate-xe-2023-question-83?show=158#q158</link>
<description>&lt;img alt=&quot;GATE XE 2023 | Question-83&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=9890306499322684339&quot;&gt;&lt;p&gt;\begin{tabular}{|l|l|}&lt;br&gt;
\hline Q.93 &amp;amp; Adiabatic bulk modulus of a substance is defined as \\&lt;br&gt;
\hline &lt;/p&gt;&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;&lt;li&gt;  &amp;amp; $-\frac{1}{v}\left(\frac{\partial v}{\partial P}\right)_{T}$ \\&lt;br&gt;
\hline &lt;/li&gt;&lt;li&gt;  &amp;amp; $-v\left(\frac{\partial P}{\partial v}\right)_{T}$ \\&lt;br&gt;
\hline &lt;/li&gt; &lt;li&gt; &amp;amp; $-\frac{1}{v}\left(\frac{\partial v}{\partial P}\right)_{S}$ \\&lt;br&gt;
\hline &lt;/li&gt;  &lt;li&gt; &amp;amp; $-v\left(\frac{\partial P}{\partial v}\right)_{S}$&lt;br&gt;
\end{tabular}  &lt;/li&gt;&lt;/ol&gt;</description>
<category>Fluid Properties</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/158/gate-xe-2023-question-83?show=158#q158</guid>
<pubDate>Mon, 05 May 2025 12:18:05 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2023 | Question: 162</title>
<link>https://xe.gateoverflow.in/79/gate-xe-2023-question-162?show=79#q79</link>
<description>&lt;img alt=&quot;GATE XE 2023 | Question-162&quot; src=&quot;https://xe.gateoverflow.in/?qa=blob&amp;amp;qa_blobid=15145844228466895022&quot;&gt;&lt;p&gt;Q. 172&lt;br&gt;
A cylindrical tank containing water is rotating about the z-axis at a constant angular velocity of $10 \mathrm{rad} \mathrm{s}^{-1}$. The schematic of the isobaric surface is shown in the following illustration, where &#039; $\mathrm{A}$ &#039; and &#039; $\mathrm{B}$ &#039; are two points on the isobaric surface at heights &#039; $z_{1}$ &#039; and &#039; $z_{2}$ &#039;, respectively. Assuming the atmospheric pressure to be negligible and no transient flow, estimate the elevation difference in $\mathrm{m}$ between &#039; $\mathrm{z}_{1}$ &#039; and &#039; $\mathrm{z}_{2}$ &#039;.&lt;br&gt;
(consider $\mathrm{r}_{1}=0.5 \mathrm{~m}, \mathrm{r}_{2}=1.0 \mathrm{~m}$ and gravitational acceleration $g=9.8 \mathrm{~m} \mathrm{~s}^{-2}$, rounded off to two decimal places)&lt;/p&gt;</description>
<category>Hydrostatics</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/79/gate-xe-2023-question-162?show=79#q79</guid>
<pubDate>Mon, 05 May 2025 12:13:56 +0000</pubDate>
</item>
<item>
<title>Recategorized: GATE XE 2024 | Question: 147</title>
<link>https://xe.gateoverflow.in/269/gate-xe-2024-question-147?show=269#q269</link>
<description>&lt;p&gt;If the isobars and isopycnals are parallel to each other, the flow is said to be&lt;/p&gt;

&lt;ol style=&quot;list-style-type:upper-alpha&quot;&gt;
	&lt;li&gt;baroclinic&lt;/li&gt;
	&lt;li&gt;barotropic&lt;/li&gt;
	&lt;li&gt;geostrophic&lt;/li&gt;
	&lt;li&gt;rotational
	&lt;p&gt;&amp;nbsp;&lt;/p&gt;
	&lt;/li&gt;
&lt;/ol&gt;</description>
<category>Classification of Flows</category>
<guid isPermaLink="true">https://xe.gateoverflow.in/269/gate-xe-2024-question-147?show=269#q269</guid>
<pubDate>Mon, 05 May 2025 10:52:39 +0000</pubDate>
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