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This is Engineering Mathematics Class notes.I have written everything or every class topic in this notes.it will very helpfull for you.
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interpretation, Directional derivatives, Tangent and Normal planes. Vector Integration: Line
integral, Surface integral, Volume integral, Gauss’s Divergence theorem, Green’s theorem,
Stoke’s theorem (without proof) and their applications.
Application in Engineering:
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
Gradient of a scalar function: Let ∅(𝑥, 𝑦, 𝑧) be a scalar function, then the vector
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
is called the gradient of a scalar function ∅.
Thus, 𝑔𝑟𝑎𝑑 ∅ = 𝛻∅
passes through a point P. The value of function at each point of the surface is the same as at P.
Then such a surface is called a level surface through P.
Example. If ø(x,y,z) represent potential at the P. Then equipotential surface ø(x,y,z) = c is a level
surface.
Let the level surface passes through P at which the value of function is ø.
Consider another level surface passing through Q , Where the value of function ø + dø.
Let 𝑟⃗ 𝑎𝑛𝑑 𝑟⃗ + 𝛿𝑟⃗ be the position vector of P and Q then 𝑃𝑄
𝜕𝜙
𝜕𝑥
𝜕𝜙
𝜕𝑦
𝜕𝜙
𝜕𝑧
𝜕𝜙
𝜕𝑥
𝜕𝜙
𝜕𝑦
𝜕𝜙
𝜕𝑧
If Q lies on the level surface of P , then 𝑑𝜙 = 0
From equation (1), we get
∇𝜙. 𝑑𝑟⃗ = 0 , then ∇𝜙 ⊥ 𝑡𝑜 𝑑𝑟⃗ (𝑡𝑎𝑛𝑔𝑒𝑛𝑡)
Hence ∇𝜙 is the Normal to the surface𝜙
(1) If 𝜙 is a constant scalar point function, then ∇𝜙 = 0
(2) If 𝜙
1
and 𝜙
2
are two scalar point functions, then
(a) ∇
1
2
1
2
(b) ∇
1
1
2
2
1
1
2
2
, where 𝑐
1
2
are constants.
(c) ∇
1
2
1
2
2
1
(d) ∇ (
𝜙 1
𝜙 2
𝜙 2
∇𝜙 1
−𝜙 1
∇𝜙 2
𝜙 2
2
2
2
3
2
at the point ( 1 , − 2 , − 1 ).
2
3
2
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
3
2
𝜕
𝜕𝑥
2
3
2
𝜕
𝜕𝑦
2
3
2
𝜕
𝜕𝑧
2
3
2
2
2
2
3
( 1 ,− 2 ,− 1
)
2
at the point ( 1 , 0 , 3 )?
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
2
Now, 𝑔𝑟𝑎𝑑 𝑢] ( 1 , 0 , 3 )
The greatest rate of increase of 𝑢 at the point
2
2
2
2
Now, 𝑔𝑟𝑎𝑑 ∅] ( 2 ,− 2 , 3
)
and |𝑔𝑟𝑎𝑑 ∅| = √
Now, 𝑔𝑟𝑎𝑑 𝑢. (𝑔𝑟𝑎𝑑 𝑣 × 𝑔𝑟𝑎𝑑 𝑤) = |
Hence, 𝑔𝑟𝑎𝑑 𝑢, 𝑔𝑟𝑎𝑑 𝑣 𝑎𝑛𝑑 𝑔𝑟𝑎𝑑 𝑤 𝑎𝑟𝑒 𝑐𝑜𝑝𝑙𝑎𝑛𝑎𝑟 𝑣𝑒𝑐𝑡𝑜𝑟𝑠.
= 𝑎⃗ where 𝑟⃗ = 𝑥𝑖̂ + 𝑦𝑗̂ + 𝑧𝑘
and 𝑎⃗ is a constant vector.
3
3
3
2
= 4 at the point (− 1 , − 1 , 2 ).
2
2
2
at the point
2
at the points
1
√ 14
1
√ 11
1
√
5
− 1
1
√ 22
Directional derivative of a scalar field 𝑓 at a point 𝑃
in the direction of unit vector 𝑎̂ is
given by
𝑑𝑓
𝑑𝑠
2
2
2
−
1
2
at the point 𝑃
in the
direction of the vector 𝑦𝑧𝑖̂ + 𝑧𝑥𝑗̂ + 𝑥𝑦𝑘
2
2
2
−
1
2
⇒ 𝑔𝑟𝑎𝑑 ∅ = −
𝑥𝑖̂ +𝑦𝑗̂ +𝑧𝑘
̂
( 𝑥
2
+𝑦
2
+𝑧
2
)
3
2
Let 𝑎̂ be the unit in the given direction, then 𝑎̂ =
𝑦𝑧𝑖̂ +𝑧𝑥𝑗̂ +𝑥𝑦𝑘
̂
√𝑥
2
+𝑦
2
+𝑧
2
( 3 , 1 , 2
)
3 𝑖̂ +𝑗̂ + 2 𝑘
̂
14 √ 14
and 𝑎̂ ]
( 3 , 1 , 2
)
2 𝑖̂ + 6 𝑗̂+ 3 𝑘
̂
7
Directional derivative =
𝑑∅
𝑑𝑠
6 + 6 + 6
98 √
14
𝟗
𝟒𝟗 √
𝟏𝟒
2
2
5
2
2
𝑥 at the point 𝑃
in the direction of the line
𝑥− 1
2
𝑦− 3
− 2
𝑧
1
2
2
5
2
2
5
2
2
2
2
( 1 , 1 , 1
)
25
2
Let 𝑎⃗ be a vector in the direction of the line
𝑥− 1
2
𝑦− 3
− 2
𝑧
1
, then
2 𝑖̂ − 2 𝑗̂ +𝑘
̂
3
and 𝑎̂
( 1 , 1 , 1 )
2 𝑖̂ − 2 𝑗̂ +𝑘
̂
3
Directional derivative =
𝑑∅
𝑑𝑠
25
3
10
3
35
6
2
2
2
at the point 𝑃
in the
direction of the line 𝑃𝑄 where 𝑄 is the point
In what direction it will be maximum? Find also the magnitude of this maximum.
2
2
2
( 1 , 2 , 3
)
and 𝑃𝑄
Let 𝑎̂ be a unit vector in the direction of 𝑃𝑄
, then
4 𝑖̂ − 2 𝑗̂ +𝑘
̂
√
21
and 𝑎̂
( 1 , 2 , 3 )
4 𝑖̂ − 2 𝑗̂+𝑘
̂
√
21
Directional derivative =
𝑑∅
𝑑𝑠
8 + 8 + 12
√ 21
28
√ 21
Directional derivative will be maximum in the direction of normal to the given surface i.e., in the
direction of 𝛻∅.
The maximum value of this directional derivative = |𝛻∅| = 2 √
2
3
at the point 𝑃
in the
direction of the normal to the surface 𝑥 log 𝑧 − 𝑦
2
2
3
2
3
2
Let ∅
1
≡ 𝑥 log 𝑧 − 𝑦
2
1
= log 𝑧 𝑖̂ − 2 𝑦𝑗̂ +
𝑥
𝑧
( 2 ,− 1 , 1 )
and 𝛻∅
1
( 2 ,− 1 , 1 )
Let 𝑎̂ be a unit vector in the direction of the normal to the surface ∅
1
at the point
, then
𝛻∅
1
]
( 2 ,− 1 , 1 )
|𝛻∅
1
]
( 2 ,− 1 , 1 )
|
2 𝑗̂ + 2 𝑘
̂
2 √
2
Required Directional derivative = (𝛻∅). 𝑎̂
2 𝑗̂+ 2 𝑘
̂
2 √
2
− 6 − 6
2 √ 2
6
√ 2
2
2
2
𝑥 at the point
has maximum
magnitude 15 in the direction parallel to the line
𝑥− 1
2
𝑦− 3
− 2
𝑧
1
find the values of 𝑎, 𝑏 𝑎𝑛𝑑 𝑐.
𝑦
𝑥
2
+𝑦
2
, find the magnitude of the directional derivative making an angle
30° with the positive 𝑥 − 𝑎𝑥𝑖𝑠 at the point
2
2
3
at
has a magnitude 64 in the direction parallel to 𝑧 −
2
2
2
at the point 𝑃
in the
direction of the vector 𝑎⃗ = 𝑖̂ − 2 𝑘
𝑥+ 5 𝑦− 13 𝑧
at the point
in the direction
towards the point
20
9
55
9
50
9
1
2
4
√ 5
− 28
Sometimes the surface is given in the form of ∅ = 𝑓(𝑟, 𝜃). We can find 𝑔𝑟𝑎𝑑 ∅ directly without
changing into cartesian form.
Let 𝑢 𝑟
𝜃
be the unit vectors along and perpendicular to 𝑟⃗.
Directional derivative along
𝑟
𝑟
Thus
𝜕∅
𝜕𝑠
𝜕∅
𝜕𝑟
𝑟
----------------- (1) [𝑑𝑠 = 𝑑𝑟 in the direction of 𝑟⃗ ]
Directional derivative along (𝑢
𝜃
𝜃
Thus
𝜕∅
𝜕𝑠
𝜕∅
𝑟𝑑𝜃
𝜃
Now, 𝛻∅ =
𝑟
𝑟
𝜃
𝜃
Or 𝛻∅ =
𝜕∅
𝜕𝑟
𝑟
𝜕∅
𝑟𝑑𝜃
𝜃
[ from equation (1) and (2)]
𝑒
𝜇𝑟
𝑟
) (ii) 𝛻
2
(iii) 𝛻 log 𝑟
𝑛
(iv) 𝑔𝑟𝑎𝑑𝑓
′
𝑒
𝜇𝑟
𝑟
𝜕
𝜕𝑟
𝑒
𝜇𝑟
𝑟
𝑟𝜇𝑒
𝜇𝑟
−𝑒
𝜇𝑟
𝑟
2
𝑟⃗
𝑟
𝑒
𝜇𝑟
( 𝜇𝑟− 1
) 𝑟⃗
𝑟
3
(ii) 𝛻
2
2
𝜕
𝜕𝑟
2
𝑟⃗
𝑟
(iii) 𝛻 log 𝑟
𝑛
𝜕
𝜕𝑟
log 𝑟
𝑛
1
𝑟
𝑛
𝑛− 1
𝑟⃗
𝑟
𝑛𝑟⃗
𝑟
2
(iv) 𝑔𝑟𝑎𝑑𝑓
′
𝜕
𝜕𝑟
′
′′
𝑟⃗
𝑟
1
2
log
2
2
prove that 𝑔𝑟𝑎𝑑𝑉 =
𝑟⃗ −𝑘
⃗⃗ ( 𝑘
⃗⃗
.𝑟⃗
)
{𝑟⃗ −𝑘
⃗⃗ (𝑘
⃗⃗ .𝑟⃗ )}.{𝑟⃗ −𝑘
⃗⃗ (𝑘
⃗⃗ .𝑟⃗ )}
1
2
log
2
2
1
2
log 𝑟
2
= log 𝑟
𝜕
𝜕𝑟
log 𝑟
1
𝑟
𝑟⃗
𝑟
𝑟⃗
𝑟
2
𝑟⃗ −𝑘
⃗⃗ (𝑘
⃗⃗ .𝑟⃗ )
{𝑟⃗ −𝑘
⃗⃗ (𝑘
⃗⃗ .𝑟⃗ )}.{𝑟⃗ −𝑘
⃗⃗ (𝑘
⃗⃗ .𝑟⃗ )}
𝑟⃗ − 0
{𝑟⃗ − 0 }.{𝑟⃗ − 0 }
[ as 𝑘
𝑟⃗
𝑟⃗ .𝑟⃗
𝑟⃗
𝑟
2
behaves like a source/sink at a given point.
is denoted by 𝑑𝑖𝑣𝑉
and
defined as: 𝑑𝑖𝑣𝑉
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕𝑉
⃗⃗⃗
𝜕𝑥
𝜕𝑉
⃗⃗⃗
𝜕𝑦
𝜕𝑉
⃗⃗⃗
𝜕𝑧
Hence, 𝑑𝑖𝑣 𝑉
gives the rate of outflow per unit volume at a point of the fluid.
Note: If 𝑑𝑖𝑣 𝑉
= 0 , then (i) 𝑉
is called solenoidal vector (ii) fluid is called compressible
field in three-dimensional space.
is denoted by curl 𝐹
and defined
as:
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
Let us consider a rigid body rotating about a fixed axis through 𝑂 with uniform angular velocity
1
2
3
. Then we have,
𝑣⃗ = 𝜔⃗⃗⃗ × 𝑟⃗ , where 𝑣⃗ is the linear velocity at any point and 𝑟⃗ = 𝑥𝑖̂ + 𝑦𝑗̂ + 𝑧𝑘
is a position vector
for that point.
1
2
3
2
3
3
1
1
2
No𝑐𝑢𝑟𝑙 𝑣⃗ = |
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
3
3
1
1
2
1
2
3
1
2
Thus, the angular velocity at any point is equal to the half of the 𝑐𝑢𝑟𝑙 of the linear velocity at that
point of the body.
Note: If 𝑣⃗ = 0
, then 𝑣⃗ is said to be an irrotational vector.
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
2
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
2
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
2
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
2
2
2
is both solenoidal and irrotational.
2
2
is solenoidal
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
2
2
is irrotational.
, where 𝐴
2
2
irrotational. And find a scalar ∅ such that 𝐴
𝜕
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕∅
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕∅
𝜕𝑥
𝜕
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑏
⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕𝑎⃗⃗
𝜕𝑥
𝜕
𝜕𝑥
𝜕
𝜕𝑥
2
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
𝜕
𝜕𝑥
𝜕∅
𝜕𝑥
𝜕
𝜕𝑦
𝜕∅
𝜕𝑦
𝜕
𝜕𝑧
𝜕∅
𝜕𝑧
𝜕
2
∅
𝜕𝑥
2
𝜕
2
∅
𝜕𝑦
2
𝜕
2
∅
𝜕𝑧
2
𝜕
2
𝜕𝑥
2
𝜕
2
𝜕𝑦
2
𝜕
2
𝜕𝑧
2
2
2
is known as Laplacian operator
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
𝜕
2
∅
𝜕𝑦𝜕𝑧
𝜕
2
∅
𝜕𝑧𝜕𝑦
1
2
3
𝜕
𝜕𝑥
𝜕
𝜕𝑦
𝜕
𝜕𝑧
1
2
3
𝜕𝑉
3
𝜕𝑦
𝜕𝑉
2
𝜕𝑧
𝜕𝑉
1
𝜕𝑧
𝜕𝑉
3
𝜕𝑥
𝜕𝑉
2
𝜕𝑥
𝜕𝑉
1
𝜕𝑦
Now, 𝑑𝑖𝑣
𝜕
𝜕𝑥
𝜕𝑉
3
𝜕𝑦
𝜕𝑉
2
𝜕𝑧
𝜕
𝜕𝑦
𝜕𝑉
1
𝜕𝑧
𝜕𝑉
3
𝜕𝑥
𝜕
𝜕𝑧
𝜕𝑉
2
𝜕𝑥
𝜕𝑉
1
𝜕𝑦
𝜕
2
𝑉
3
𝜕𝑥𝜕𝑦
𝜕
2
𝑉
2
𝜕𝑥𝜕𝑧
𝜕
2
𝑉
1
𝜕𝑦𝜕𝑧
𝜕
2
𝑉
3
𝜕𝑦𝜕𝑥
𝜕
2
𝑉
2
𝜕𝑧𝜕𝑥
𝜕
2
𝑉
1
𝜕𝑧𝜕𝑦
2
2
2
and 𝑉
, show that 𝑑𝑖𝑣
𝜕𝑢
𝜕𝑥
𝜕𝑢
𝜕𝑦
𝜕𝑢
𝜕𝑧
2
2
2
2
2
2
, prove that
(i) 𝑐𝑢𝑟𝑙
𝑛
(ii) 𝛻
2
𝑛
𝑛− 2
𝑛
𝑛
𝑛
𝑛− 1
𝑛− 1
𝑟⃗
𝑟
(ii) 𝛻
2
𝑛
𝑛
𝑛
𝑛
𝑛
𝑛
𝑛− 1
𝑛
𝑛− 1
𝑟⃗
𝑟
𝑛
𝑛− 1
𝑟
2
𝑟
𝑛
𝑛− 1
𝑟⃗
𝑟
𝑛− 2
Let ∅
= 𝑐 be the equation of a level surface. Let 𝑟 = 𝑥𝑖̂ + 𝑦𝑗̂ + 𝑧𝑘
be the position vector
of any point 𝑃(𝑥, 𝑦, 𝑧) on this surface.
Then
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
is a vector along the normal to the surface ∅ at 𝑃.
i.e. 𝛻∅ is perpendicular to the tangent plane at 𝑃.
Let 𝑅 = 𝑋𝑖̂ + 𝑌𝑗̂ + 𝑍𝑘
be the position vector of any moving point 𝑄(𝑋, 𝑌, 𝑍) on the tangent
plane.
and 𝑃𝑄
lies in the tangent plane at 𝑃. Therefore, it is perpendicular to the vector 𝛻∅.
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
This is the equation of tangent plane.
Let ∅(𝑥, 𝑦, 𝑧) = 𝑐 be the equation of a level surface. Let 𝑟 = 𝑥𝑖̂ + 𝑦𝑗̂ + 𝑧𝑘
be the position vector
of any point 𝑃(𝑥, 𝑦, 𝑧) on this surface. Then
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
is a vector along the normal to the surface ∅ at 𝑃.
i.e. 𝛻∅ is perpendicular to the tangent plane at 𝑃.
Let 𝑅 = 𝑋𝑖̂ + 𝑌𝑗̂ + 𝑍𝑘
be the position vector of any moving point 𝑄
on the normal at 𝑃.
and 𝑃𝑄
lies along the normal of 𝑃 to the surface ∅. Therefore, it is parallel to the vector 𝛻∅.
[vector form of normal]
The vectors (𝑋 − 𝑥)𝑖̂ + (𝑌 − 𝑦)𝑗̂ + (𝑍 − 𝑧)𝑘
and 𝛻∅ =
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
will be parallel, if
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
Equating the coefficient of 𝑖̂ , 𝑗̂ and 𝑘
, we get
𝜕∅
𝜕𝑥
𝜕∅
𝜕𝑦
𝜕∅
𝜕𝑧
𝑋−𝑥
𝜕∅
𝜕𝑥
𝑌−𝑦
𝜕∅
𝜕𝑦
𝑍−𝑧
𝜕∅
𝜕𝑧
, which are equations of Normal.
2
− 3 𝑥𝑦 − 4 𝑥 = 7 at the point
2
2
1 ,− 1 , 2
Equation of tangent at the point ( 1 , − 1 , 2 ) is given by
Or 7 𝑋 − 3 𝑌 + 8 𝑍 = 26
Equations of the normal to the given surface at the point
are:
𝑋−𝑥
𝜕∅
𝜕𝑥
𝑌−𝑦
𝜕∅
𝜕𝑦
𝑍−𝑧
𝜕∅
𝜕𝑧
i.e.
𝑋− 1
7
𝑌+ 1
− 3
𝑍+ 2
8
point
1 , 2 , 2
Equation of tangent at the point
is given by