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<title>GATE Overflow for GATE XE - Recent questions and answers in Fluid Properties</title>
<link>https://xe.gateoverflow.in/qa/fluid-mechanics/flow-and-fluid-properties/fluid-properties</link>
<description>Powered by Question2Answer</description>
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<title>Answered: 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, 14 May 2026 13:33:56 +0000</pubDate>
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<title>GATE XE 2026 | Question: 16</title>
<link>https://xe.gateoverflow.in/982/gate-xe-2026-question-16</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</guid>
<pubDate>Tue, 24 Feb 2026 15:48:59 +0000</pubDate>
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<title>GATE XE 2026 | Question: 28</title>
<link>https://xe.gateoverflow.in/970/gate-xe-2026-question-28</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</guid>
<pubDate>Tue, 24 Feb 2026 15:48:10 +0000</pubDate>
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<title>GATE XE 2026 | Question: 152</title>
<link>https://xe.gateoverflow.in/846/gate-xe-2026-question-152</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</guid>
<pubDate>Tue, 24 Feb 2026 15:21:12 +0000</pubDate>
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<title>GATE XE 2025 | Question: 26</title>
<link>https://xe.gateoverflow.in/764/gate-xe-2025-question-26</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</guid>
<pubDate>Sun, 04 May 2025 19:08:14 +0000</pubDate>
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<title>GATE XE 2025 | Question: 39</title>
<link>https://xe.gateoverflow.in/751/gate-xe-2025-question-39</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</guid>
<pubDate>Sun, 04 May 2025 19:07:41 +0000</pubDate>
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<title>GATE XE 2024 | Question: 12</title>
<link>https://xe.gateoverflow.in/404/gate-xe-2024-question-12</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</guid>
<pubDate>Sun, 21 Jul 2024 16:42:36 +0000</pubDate>
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<title>GATE XE 2024 | Question: 27</title>
<link>https://xe.gateoverflow.in/389/gate-xe-2024-question-27</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</guid>
<pubDate>Sun, 21 Jul 2024 16:42:24 +0000</pubDate>
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<title>GATE XE 2023 | Question: 15</title>
<link>https://xe.gateoverflow.in/226/gate-xe-2023-question-15</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</guid>
<pubDate>Wed, 14 Feb 2024 18:10:07 +0000</pubDate>
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<title>GATE XE 2023 | Question: 18</title>
<link>https://xe.gateoverflow.in/223/gate-xe-2023-question-18</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</guid>
<pubDate>Wed, 14 Feb 2024 18:10:03 +0000</pubDate>
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<title>GATE XE 2023 | Question: 27</title>
<link>https://xe.gateoverflow.in/214/gate-xe-2023-question-27</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</guid>
<pubDate>Wed, 14 Feb 2024 18:09:54 +0000</pubDate>
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<title>GATE XE 2023 | Question: 83</title>
<link>https://xe.gateoverflow.in/158/gate-xe-2023-question-83</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</guid>
<pubDate>Wed, 14 Feb 2024 18:09:02 +0000</pubDate>
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<title>GATE XE 2022 | Question: 30</title>
<link>https://xe.gateoverflow.in/36/gate-xe-2022-question-30</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</guid>
<pubDate>Fri, 17 Feb 2023 06:52:16 +0000</pubDate>
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