Showing posts with label Simulation. Show all posts
Showing posts with label Simulation. Show all posts

Monday, 7 July 2025

A Simplified Immersed Boundary Method using Ray Casting

     Yours truly is an avid gamer, @fadoobaba (YouTube). The ray casting algorithm๐Ÿ›ธ; a fundamental ๐Ÿงฑ technique used in video game ๐ŸŽฎ development and computer graphics, has been implemented within the finite difference method ๐Ÿ code yours truly has been developing. In abundant spare time, of course๐Ÿ˜ผ. In this post, this method is explained. For details about ray casting using matplotlib.path, refer to here. For validation of the code, refer to here, backwards-facing step, curved boundaries, here (moving cylinder) and here.

NOTE: This method requires a GPU, if dear readers don't have a GPU then please stop being peasants... ๐Ÿ™‰

     If you plan to use these codes in your scholarly work, do cite this blog as:

     Fahad Butt (2025). S-IBM (https://fluiddynamicscomputer.blogspot.com/2025/07/a-simplified-immersed-boundary-method.html), Blogger. Retrieved Month Date, Year

     The first step is to setup the polygon ๐Ÿ . The polygon = cp.column_stack((x1, y1)) statement is used to combine x1 and y1 into a single array representing the polygon vertices. The following statements are used to store the x and y coordinates of the polygon vertices and nvert is the total number of vertices.

px = polygon[:, 0]

py = polygon[:, 1]

nvert = len(polygon)

     The boolean masks ๐Ÿ‘บ are then initialized. The following arrays track whether a grid point is inside the polygon based on horizontal and vertical ray intersections. False = outside ❌, True = inside ✅. Then a loop is implemented to for each edge ๐Ÿ“ of the polygon, defined by vertices i (current) and j (previous), with % nvert ensuring the polygon is closed (last vertex connects back to the first). (xi, yi) and (xj, yj) define the current edge and previous edge.

horizontal_inside = cp.zeros_like(test_x, dtype=bool) 

vertical_inside = cp.zeros_like(test_x, dtype=bool) 

for i in range(nvert):

    j = (i - 1) % nvert

xi, yi = px[i], py[i]

xj, yj = px[j], py[j]

     A check ⁉️ is performed to ensure a ray crosses the polygon edge once. cond1 statement checks if the test point lies between the y-values of the edge's endpoints i.e., a ray could cross it. intersect_x finds where the edge crosses a horizontal line at test_y. cond2 checks if the intersection lies to the right of the test point. ^= is XOR toggles the "inside" state each time the ray crosses an edge. The addition of small term ~1e-16 prevents division by zero for horizontal edges. Similar method is applied to verify the points using vertical ray. cond3 checks if the edge crosses a vertical ray (top to bottom) from (test_x, test_y). slope1 and intersect_y computes where the vertical ray at x=test_x intersects the edge. A point is inside only if both horizontal and vertical rays classify it as inside. A point is considered inside the foil only if both ray checks are true. curve is the 2D boolean mask of grid points inside the foil body.

cond1 = ((yi > test_y) != (yj > test_y))

slope = (xj - xi) / (yj - yi + 1e-16)

intersect_x = slope * (test_y - yi) + xi

cond2 = test_x < intersect_x 

horizontal_inside ^= cond1 & cond2

cond3 = ((xi > test_x) != (xj > test_x))

slope1 = (yj - yi) / (xj - xi + 1e-16)

intersect_y = slope1 * (test_x - xi) + yi

cond4 = test_y < intersect_y

vertical_inside ^= cond3 & cond4

inside = horizontal_inside & vertical_inside

curve = inside.reshape(X.T.shape)

     Using both horizontal and vertical rays reduces false positives (e.g., near sharp corners). The & ensures only points unambiguously inside are marked. Within Fig. 1, the points on the shape boundary, points inside ๐Ÿชฐ and outside ๐ŸŒ the shape boundary are shown. A point is a boundary if it is inside the body, but any of its neighbors is outside. Following statements are used to mark the boundary of the object. Boundary detects the "skin" of the body for applying no-slip, force, or stress conditions.

interior = curve[1:-1, 1:-1]

right = curve[2:, 1:-1]

left = curve[:-2, 1:-1]

top = curve[1:-1, 2:]

bottom = curve[1:-1, :-2]

boundary = interior & ~(right & left & top & bottom)

     The statements boundary_indices = cp.where(boundary_mask) ... valid_right = (boundary_indices[0] + 1 < X.shape[0]) & (~curve[right_neighbors]) ... etc. extract boundary indices and their valid neighbors i.e. these lines extract the (i, j) grid indices of the surface and locate which neighbor cells are valid fluid neighbors (outside the body and within domain bounds). These are needed to compute normals or apply boundary conditions via interpolation or extrapolation from the fluid.
Fig. 1, Mesh cells


     For validation of the results from present simulations, the case of flow around a circular cylinder is selected. Fig. 1 shows the results from the code at Re 200. The drag coefficient obtained from this code is 1.396 while from the literature, the value is at 1.4 [1]. The lift coefficient from the code is at 0.000134. Within Fig. 2, top row shows u and v velocity components and bottom row shows pressure and vorticity.


Fig. 2, The flow-field

     For the second an more complex validation case, a swimming fish is simulated. The lift and drag coefficients obtained from the simulation are compared with experimental results. The drag coefficient from the current code is at 0.328 while from the published literature, the value is at 0.348. Maximum lift coefficient is at 7.5 and 8 from the present code as compared to the published literature [2]. Within Fig. 3 the u and v velocities, pressure and velocity streamlines are shown for St = 0.8 and Reynolds number of 500. The computational mesh near the fish is shown in Fig. 4. Within Fig.4, a zoomed in view towards the right shows the mesh at the trailing edge of the fish.


Fig.3, Post-processing of results

Fig. 4, The mesh

     This method allows handling arbitrary deforming / non-deforming shapes on a fixed Cartesian grid. In summary, the method has the following steps.

1. Generate polygon shape (e.g., airfoil, cylinder)

2. Flatten mesh for vectorized testing

3. Use ray casting to check if points are inside shape

4. Build a boolean mask of body region

5. Identify surface (boundary) points

6. Extract boundary indices for physics coupling


References

     [1] Braza M, Chassaing P, Minh HH. Numerical study and physical analysis of the pressure and velocity fields in the near wake of a circular cylinder. Journal of Fluid Mechanics. 1986;165:79-130. doi:10.1017/S0022112086003014

     [2] Fulong ShiJianjian XinChuanzhong OuZhiwei LiXing ChangLing Wan; Effects of the Reynolds number and attack angle on wake dynamics of fish swimming in oblique flows. Physics of Fluids 1 February 2025; 37 (2): 025205 doi.org/10.1063/5.0252506

     Thank you for reading! If you want to hire me as a post-doc researcher in the fields of thermo-fluids and / or fracture mechanics, do reach out!

Thursday, 20 February 2025

Flow Simulation around Shapes (Includes Free Code)

     This post is about the simulation of flow ๐Ÿƒ around and through various objects ๐Ÿชˆ and obstacles ⭕. The simulated cases include flow through a partially blocked pipe, shown in Fig. 1. Flow around flat plates arranged in the shape of the letter "T", shown in Fig. 2. Flow around a wedge and flow around a triangle ๐Ÿ”บ, which are shown in Fig. 3 and 4 respectively.

     To create obstacles in Python ๐Ÿ, the Path statement is used. This is similar to the inpolygon statement in MATLAB ๐Ÿงฎ. For example, the following code ๐Ÿ–ณ is used to create an ellipse ⬭.

X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
theta = np.linspace(0, np.pi, 100) # create equally spaced angles from 0 to pi
a = 0.05 # semi-major axis (along x)
b = 0.025 # semi-minor axis (along y)
shape_center_x = L / 2 # shape center x
shape_center_y = 0 # ellipse center x
x1 = shape_center_x + (a * np.cos(theta)) # x-coordinates
y1 = shape_center_y + (b * np.sin(theta)) # y-coordinates
shape_path = Path(np.column_stack((x1, y1))) # shape region
points = np.vstack((X.ravel(), Y.ravel())).T # mark inside region
custom_curve = shape_path.contains_points(points).reshape(X.shape) # create boolean mask
custom_curve_boundary = np.zeros_like(custom_curve, dtype=bool) # find boundary of shape
for i in range(1, Nx-1):
    for j in range(1, Ny-1):
        if custom_curve.T[i, j]: # inside shape
            if (not custom_curve.T[i+1, j] or not custom_curve.T[i-1, j] or 
                not custom_curve.T[i, j+1] or not custom_curve.T[i, j-1]):
                custom_curve_boundary.T[i, j] = True # mark as boundary
boundary_indices = np.where(custom_curve_boundary.T) # mark boundary
right_neighbors = (boundary_indices[0] + 1, boundary_indices[1]) # right index
left_neighbors = (boundary_indices[0] - 1, boundary_indices[1]) # left index
top_neighbors = (boundary_indices[0], boundary_indices[1] + 1) # top index
bottom_neighbors = (boundary_indices[0], boundary_indices[1] - 1) # bottom index
valid_right = ~custom_curve.T[right_neighbors] # check if points are on shape boundary
valid_left = ~custom_curve.T[left_neighbors]
valid_top = ~custom_curve.T[top_neighbors]
valid_bottom = ~custom_curve.T[bottom_neighbors]

     The arrays x1 and y1 are created using the equation for ellipse with the required parameters. The ellipse region is marked using the Path statement. Indices inside the ellipse are marked using a Boolean mask. Nested loops are used to mark the ellipse boundary using a curve. The right, left, top and bottom neighbor points are identified to be used for the application of Neumann boundary conditions for pressure (no-slip). Within the time loop, "where" statement is used to identify and apply the Neumann boundary conditions on the ellipse wall. The same method applied on any shape, for example aero-foils, circles, nozzles etc. The complete code to reproduce Fig. 1 is made available ๐Ÿ˜‡. 

     It should be noted that, that the mesh is still stairstep. It doesn't matter how small the mesh resolution ๐Ÿ˜ฒ. This code is developed for educational and research purposes only as there is not much application to stairstep mesh in real world❗

Code

#Copyright <2025> <FAHAD BUTT>
#Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the Software, and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
#The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
#THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.
#%% import libraries
import numpy as np
import matplotlib.pyplot as plt
from matplotlib.path import Path
#%% define parameters
l_square = 1 # length of square
h = 0.025 / 25 # grid spacing
dt = 0.00001 # time step
L = 0.3 # domain length
D = 0.05 # domain depth
Nx = round(L / h) + 1 # grid points in x-axis
Ny = round(D / h) + 1 # grid points in y-axis
nu = 1 / 100 # kinematic viscosity
Uinf = 1 # free stream velocity / inlet velocity / lid velocity
cfl = dt * Uinf / h # cfl number
travel = 5 # times the disturbance travels entire length of computational domain
TT = travel * L / Uinf # total time
ns = int(TT / dt) # number of time steps
Re = round(l_square * Uinf / nu) # Reynolds number
#%% initialize variables
u = np.zeros((Nx, Ny)) # x-velocity
v = np.zeros((Nx, Ny)) # y-velocity
p = np.zeros((Nx, Ny)) # pressure
#%% create a shape
X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
theta = np.linspace(0, np.pi, 100) # create equally spaced angles from 0 to pi
a = 0.05 # semi-major axis (along x)
b = 0.025 # semi-minor axis (along y)
shape_center_x = L / 2 # shape center x
shape_center_y = 0 # ellipse center x
x1 = shape_center_x + (a * np.cos(theta)) # x-coordinates
y1 = shape_center_y + (b * np.sin(theta)) # y-coordinates
shape_path = Path(np.column_stack((x1, y1))) # shape region
points = np.vstack((X.ravel(), Y.ravel())).T # mark inside region
custom_curve = shape_path.contains_points(points).reshape(X.shape) # create boolean mask
custom_curve_boundary = np.zeros_like(custom_curve, dtype=bool) # find boundary of shape
for i in range(1, Nx-1):
    for j in range(1, Ny-1):
        if custom_curve.T[i, j]: # inside shape
            if (not custom_curve.T[i+1, j] or not custom_curve.T[i-1, j] or 
                not custom_curve.T[i, j+1] or not custom_curve.T[i, j-1]):
                custom_curve_boundary.T[i, j] = True # mark as boundary
boundary_indices = np.where(custom_curve_boundary.T) # mark boundary
right_neighbors = (boundary_indices[0] + 1, boundary_indices[1]) # right index
left_neighbors = (boundary_indices[0] - 1, boundary_indices[1]) # left index
top_neighbors = (boundary_indices[0], boundary_indices[1] + 1) # top index
bottom_neighbors = (boundary_indices[0], boundary_indices[1] - 1) # bottom index
valid_right = ~custom_curve.T[right_neighbors] # check if points are on shape boundary
valid_left = ~custom_curve.T[left_neighbors]
valid_top = ~custom_curve.T[top_neighbors]
valid_bottom = ~custom_curve.T[bottom_neighbors]
#%% solve 2D Navier-Stokes equations
for nt in range(ns):
    pn = p.copy()
    p[1:-1, 1:-1] = (pn[2:, 1:-1] + pn[:-2, 1:-1] + pn[1:-1, 2:] + pn[1:-1, :-2]) / 4 - h / (8 * dt) * (u[2:, 1:-1] - u[:-2, 1:-1] + v[1:-1, 2:] - v[1:-1, :-2]) # pressure
    # apply pressure boundary conditions
    p[0, :] = p[1, :] # dp/dx = 0 at x = 0
    p[-1, :] = 0 # p = 0 at x = L
    p[:, 0] = p[:, 1] # dp/dy = 0 at y = 0
    p[:, -1] = p[:, -2] # dp/dy = 0 at y = D / 2
    p[custom_curve.T] = 0 # p = 0 inside shape
    # dp/dn = 0 at shape boundary (no slip)
    p[boundary_indices] = np.where(valid_right, p[right_neighbors], p[boundary_indices]) # right neighbor is fluid
    p[boundary_indices] = np.where(valid_left, p[left_neighbors], p[boundary_indices]) # left neighbor is fluid
    p[boundary_indices] = np.where(valid_top, p[top_neighbors], p[boundary_indices]) # top neighbor is fluid
    p[boundary_indices] = np.where(valid_bottom, p[bottom_neighbors], p[boundary_indices]) # bottom neighbor is fluid
    un = u.copy()
    vn = v.copy()
    u[1:-1, 1:-1] = (un[1:-1, 1:-1] - dt / (2 * h) * (un[1:-1, 1:-1] * (un[2:, 1:-1] - un[:-2, 1:-1]) + vn[1:-1, 1:-1] * (un[1:-1, 2:] - un[1:-1, :-2])) - dt / (2 * h) * (p[2:, 1:-1] - p[:-2, 1:-1]) + (1 / Re) * dt / h**2 * (un[2:, 1:-1] + un[:-2, 1:-1] + un[1:-1, 2:] + un[1:-1, :-2] - 4 * un[1:-1, 1:-1])) # x momentum
    # u boundary conditions
    u[0, :] = Uinf # u = Uinf at x = 0
    u[-1, :] = u[-2, :] # du/dx = 0 at x = L
    u[:, 0] = 0 # u = 0 at y = 0
    u[:, -1] = u[:, -2] # du/dy = 0 at y = D / 2
    u[custom_curve.T] = 0 # u = 0 inside shape
    u[custom_curve_boundary.T] = 0 # no slip
    v[1:-1, 1:-1] = (vn[1:-1, 1:-1] - dt / (2 * h) * (un[1:-1, 1:-1] * (vn[2:, 1:-1] - vn[:-2, 1:-1]) + vn[1:-1, 1:-1] * (vn[1:-1, 2:] - vn[1:-1, :-2])) - dt / (2 * h) * (p[1:-1, 2:] - p[1:-1, :-2]) + (1 / Re) * dt / h**2 * (vn[2:, 1:-1] + vn[:-2, 1:-1] + vn[1:-1, 2:] + vn[1:-1, :-2] - 4 * vn[1:-1, 1:-1])) # y momentum
    # v boundary conditions
    v[0, :] = 0 # v = 0 at x = 0
    v[-1, :] = v[-2, :] # dv/dx = 0 at x = L
    v[:, 0] = 0 # v = 0 at y = 0
    v[:, -1] = 0 # v = 0 at y = D / 2
    v[custom_curve.T] = 0 # u = 0 inside shape
    v[custom_curve_boundary.T] = 0 # no slip
#%% post process
u1 = u.copy() # u-velocity for plotting with shape
v1 = v.copy() # v-velocity for plotting with shape
p1 = p.copy() # pressure for plotting with shape
# shape geometry for plotting
u1[custom_curve.T] = np.nan
v1[custom_curve.T] = np.nan
p1[custom_curve.T] = np.nan
velocity_magnitude1 = np.sqrt(u1**2 + v1**2) # velocity magnitude with shape
# visualize velocity vectors and pressure contours
plt.figure(dpi = 500)
plt.contourf(X, Y, u1.T, 128, cmap = 'jet')
plt.plot(x1, y1, color='black', alpha = 1, linewidth = 2)
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis('off')
plt.show()
plt.figure(dpi = 500)
plt.contourf(X, Y, v1.T, 128, cmap = 'jet')
plt.plot(x1, y1, color='black', alpha = 1, linewidth = 2)
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis('off')
plt.show()
plt.figure(dpi = 500)
plt.contourf(X, Y, p1.T, 128, cmap = 'jet')
plt.plot(x1, y1, color='black', alpha = 1, linewidth = 2)
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis('off')
plt.show()
plt.figure(dpi = 500)
plt.streamplot(X, Y, u1.T, v1.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.5, arrowstyle='->', arrowsize = 1)  # plot streamlines
plt.plot(x1, y1, color='black', alpha = 1, linewidth = 2)
plt.gca().set_aspect('equal', adjustable = 'box')
plt.axis('off')
plt.show()


Fig. 1, Flow in a clogged pipe


Fig. 2, Flow around a blunt obstacle


Fig. 3, Flow around asymmetric wedge



Fig. 4, Flow around a triangle

     Within Figs. 1 - 4, top row shows u and v components of velocity, bottom row shows pressure and streamlines ๐Ÿ’ซ

     Thank you for reading! If you want to hire me as your next shinning post-doc, do let reach out!

Wednesday, 8 January 2025

CFD Wizardry: A 50-Line Python Marvel

     In abundant spare time ⏳, yours truly has implemented the non-conservative and non-dimensional form of the discretized Navier-Stokes ๐Ÿƒ equations. The code ๐Ÿ–ณ in it's simplest form is less than 50 lines including importing libraries and plotting! ๐Ÿ˜ฒ For validation, refer here. More examples and free code is available here, here and here. Happy codding!

The new version of the code is faster as the equations are simplified and many factors are precalculated, resulting in quicker execution times.

Code

# Copyright <2025> <FAHAD BUTT>
# Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the Software, and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
# The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
# THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.
import numpy as np
import matplotlib.pyplot as plt
l_square = 1 # length of square
h = l_square / 500 # grid spacing
dt = 0.00002 # time step
L = 1 # domain length
D = 1 # domain depth
Nx = round(L / h) + 1 # grid points in x-axis
Ny = round(D / h) + 1 # grid points in y-axis
nu = 1 / 100 # kinematic viscosity
Uinf = 1 # free stream velocity / inlet velocity / lid velocity
cfl = dt * Uinf / h # cfl number
travel = 200 # times the disturbance travels entire length of computational domain
TT = travel * L / Uinf # total time
ns = int(TT / dt) # number of time steps
Re = round(l_square * Uinf / nu) # Reynolds number
u = np.zeros((Nx, Ny)) # x-velocity
v = np.zeros((Nx, Ny)) # y-velocity
p = np.zeros((Nx, Ny)) # pressure
for nt in range(ns): # solve 2D Navier-Stokes equations
    pn = p.copy()
    p[1:-1, 1:-1] = (pn[2:, 1:-1] + pn[:-2, 1:-1] + pn[1:-1, 2:] + pn[1:-1, :-2]) / 4 - h / (8 * dt) * (u[2:, 1:-1] - u[:-2, 1:-1] + v[1:-1, 2:] - v[1:-1, :-2]) # pressure
    p[0, :] = p[1, :] # dp/dx = 0 at x = 0
    p[-1, :] = p[-2, :] # dp/dx = 0 at x = L
    p[:, 0] = p[:, 1] # dp/dy = 0 at y = 0
    p[:, -1] = 0 # p = 0 at y = D
    un = u.copy()
    vn = v.copy()
    u[1:-1, 1:-1] = (un[1:-1, 1:-1] - dt / (2 * h) * (un[1:-1, 1:-1] * (un[2:, 1:-1] - un[:-2, 1:-1]) + vn[1:-1, 1:-1] * (un[1:-1, 2:] - un[1:-1, :-2])) - dt / (2 * h) * (p[2:, 1:-1] - p[:-2, 1:-1]) + (1 / Re) * dt / h**2 * (un[2:, 1:-1] + un[:-2, 1:-1] + un[1:-1, 2:] + un[1:-1, :-2] - 4 * un[1:-1, 1:-1])) # x momentum
    u[0, :] = 0 # u = 0 at x = 0
    u[-1, :] = 0 # u = 0 at x = L
    u[:, 0] = 0 # u = 0 at y = 0
    u[:, -1] = Uinf # u = Uinf at y = D
    v[1:-1, 1:-1] = (vn[1:-1, 1:-1] - dt / (2 * h) * (un[1:-1, 1:-1] * (vn[2:, 1:-1] - vn[:-2, 1:-1]) + vn[1:-1, 1:-1] * (vn[1:-1, 2:] - vn[1:-1, :-2])) - dt / (2 * h) * (p[1:-1, 2:] - p[1:-1, :-2]) + (1 / Re) * dt / h**2 * (vn[2:, 1:-1] + vn[:-2, 1:-1] + vn[1:-1, 2:] + vn[1:-1, :-2] - 4 * vn[1:-1, 1:-1])) # y momentum
    v[0, :] = 0 # v = 0 at x = 0
    v[-1, :] = 0 # v = 0 at x = L
    v[:, 0] = 0 # v = 0 at y = 0
    v[:, -1] = 0 # v = 0 at y = D
X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
plt.figure(dpi = 200)
plt.contourf(X, Y, v.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.5, arrowstyle='->', arrowsize = 1) # plot streamlines
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

Lid-Driven Cavity

     The case of lid-driven cavity in the turbulent flow regime can now be solved in reasonable amount of time. The results are shown in Fig. 1. I stopped the code while the flow is still developing as you are reading a blog and not a Q1 journal. ๐Ÿ˜† Within Fig. 1, streamlines, v and u component of velocity and pressure are shown going from left to right and top to bottom. At the center of Fig. 1, the velocity magnitude is superimposed. As this is DNS, the smallest spatial scale resolved is ~8e-3 m [8 mm]. While, the smallest time-scale ⌛ resolved is ~8e-4 s [0.8 ms].

Fig. 1, The results at Reynolds number of 10,000

Free-Jet

          The case of free jets in the turbulent flow regime can now be solved in reasonable amount of time. The results are shown in Fig. 2. I stopped the code while the flow is still developing. Once again, I remind you that you are reading a blog and not a Q1 journal. ๐Ÿ˜† Within Fig. 2, streamlines and species are shown. As this is DNS, the smallest spatial scale resolved is ~0.02 m [2 cm]. While, the smallest time-scale ⌛ resolved is ~4e-4 s [0.4 ms]. The code for implementing species, in this case temperature using the energy equation is available on the previous post.

Fig. 2, Free jet at Reynolds number 10000

Heated Room

     The benchmark case of mixed convection in an open room in the turbulent flow regime can now be solved in reasonable amount of time as well. The results are shown in Fig. 3. I stopped the code while the flow field stopped showing any changes. ๐Ÿ˜† As this is DNS, the smallest spatial scale resolved is ~0.0144 m [1.44 cm]. While, the smallest time-scale ⌛ resolved is ~1e-4 s [1 ms]. The code for implementing species, in this case temperature using the energy equation is available on the previous post. In the previous post, the momentum equation has no changes as the gravity vector is at 0 m/s2. For this example, Boussinesq assumption is used.

Fig. 3, Flow inside a heated room at Reynolds number of 5000

Backward - Facing Step (BFS)

     Another benchmark case of flow around a backwards facing step can now be solved in reasonable amount of time as well. The flow is fully turbulent. The results are shown in Fig. 4. I stopped the code while the flow field is still developing. ๐Ÿ˜† As this is DNS, the smallest spatial scale resolved is ~0.01 m [1 cm]. While, the smallest time-scale ⌛ resolved is ~1e-4 s [1 ms]. As can be seen from Fig. 4, there are no abnormalities in the flow field.

Fig. 4, Flow around a backwards facing step at Reynolds number of 10000

PS: I fully understand, there is no such thing as 2D turbulence ๐Ÿƒ. Just don't kill the vibe please ๐Ÿ’ซ.

Artificial Compressibility

     The artificial compressibility method is now implemented in the code. The output is flow inside the lid-driven cavity at Reynolds number 10,000. The smallest scale resolved is at 0.001 m and smallest time scale resolved is at 0.0001 s. This version of code seems to be more stable as compared to the one that uses pressure Poisson equation. The results are shown in Fig. 5.

Fig. 5, Look at all those secondary vortices ๐Ÿ˜š



#Copyright <2025> <FAHAD BUTT>
#Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the Software, and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
#The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
#THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.

#%% import libraries
import numpy as np
import matplotlib.pyplot as plt

#%% define parameters
l_cr = 1 # characteristic length
h = l_cr / 1000 # grid spacing
dt = 0.0001 # time step
L = 1 # domain length
D = 1 # domain depth
Nx = round(L / h) + 1 # grid points in x-axis
Ny = round(D / h) + 1 # grid points in y-axis
nu = 1 / 10000 # kinematic viscosity
Uinf = 1 # free stream velocity / inlet velocity / lid velocity
cfl = dt * Uinf / h # cfl number
travel = 20 # times the disturbance travels entire length of computational domain
TT = travel * L / Uinf # total time
ns = int(TT / dt) # number of time steps
Re = round(l_cr * Uinf / nu) # Reynolds number

#%% intialization
u = np.zeros((Nx, Ny)) # x-velocity
v = np.zeros((Nx, Ny)) # y-velocity
p = np.zeros((Nx, Ny)) # pressure

#%% pre calculate for speed
P1 = dt / h
P2 = (2 / Re) * dt / h**2
P3 = 1 - (4 * P2)

#%% solve 2D Navier-Stokes equations
for nt in range(ns):
    pn = p.copy()
    p[1:-1, 1:-1] = pn[1:-1, 1:-1] - P1 * (u[2:, 1:-1] - u[:-2, 1:-1] + v[1:-1, 2:] - v[1:-1, :-2]) # pressure
    p[0, :] = p[1, :] # dp/dx = 0 at x = 0
    p[-1, :] = p[-2, :] # dp/dx = 0 at x = L
    p[:, 0] = p[:, 1] # dp/dy = 0 at y = 0
    p[:, -1] = p[:, -2] # dp/dy = 0 at y = D
    un = u.copy()
    vn = v.copy()
    u[1:-1, 1:-1] = un[1:-1, 1:-1] * P3 - P1 * (un[1:-1, 1:-1] * (un[2:, 1:-1] - un[:-2, 1:-1]) + vn[1:-1, 1:-1] * (un[1:-1, 2:] - un[1:-1, :-2]) + p[2:, 1:-1] - p[:-2, 1:-1]) + P2 * (un[2:, 1:-1] + un[:-2, 1:-1] + un[1:-1, 2:] + un[1:-1, :-2]) # x momentum
    u[0, :] = 0 # u = 0 at x = 0
    u[-1, :] = 0 # u = 0 at x = L
    u[:, 0] = 0 # u = 0 at y = 0
    u[:, -1] = Uinf # u = Uinf at y = D
    v[1:-1, 1:-1] = vn[1:-1, 1:-1] * P3 - P1 * (un[1:-1, 1:-1] * (vn[2:, 1:-1] - vn[:-2, 1:-1]) + vn[1:-1, 1:-1] * (vn[1:-1, 2:] - vn[1:-1, :-2]) + p[1:-1, 2:] - p[1:-1, :-2]) + P2 * (vn[2:, 1:-1] + vn[:-2, 1:-1] + vn[1:-1, 2:] + vn[1:-1, :-2]) # y momentum
    v[0, :] = 0 # v = 0 at x = 0
    v[-1, :] = 0 # v = 0 at x = L
    v[:, 0] = 0 # v = 0 at y = 0
    v[:, -1] = 0 # v = 0 at y = D

#%% post processing
X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
plt.figure(dpi = 200)
plt.contourf(X, Y, u.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.contourf(X, Y, v.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.contourf(X, Y, p.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.5, arrowstyle='->', arrowsize = 1) # plot streamlines
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

velocity_magnitude = np.sqrt(u**2 + v**2)  # calculate velocity magnitude
plt.figure(dpi = 200)
plt.contourf(X, Y, velocity_magnitude.T, 128, cmap = 'plasma_r') # plot contours
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.1, arrowstyle='->', arrowsize = 0.5) # plot streamlines
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis("off")
plt.show()

Relaxation

     The relaxation parameter along with equations is now added! The "omega" parameter can be adjusted to over / under relax the simulation according to requirements! At Reynolds number of 5000, the code provides up to 4x speed in convergence with over-relaxation.

#Copyright <2025> <FAHAD BUTT>
#Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the Software, and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
#The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
#THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.

#%% import libraries
import numpy as np
import matplotlib.pyplot as plt

#%% define parameters
l_cr = 1 # characteristic length
h = l_cr / 600 # grid spacing
dt = 0.0001 # time step
L = 1 # domain length
D = 1 # domain depth
Nx = round(L / h) + 1 # grid points in x-axis
Ny = round(D / h) + 1 # grid points in y-axis
nu = 1 / 5000 # kinematic viscosity
Uinf = 1 # free stream velocity / inlet velocity / lid velocity
cfl = dt * Uinf / h # cfl number
travel = 5 # times the disturbance travels entire length of computational domain
TT = travel * L / Uinf # total time
ns = int(TT / dt) # number of time steps
Re = round(l_cr * Uinf / nu) # Reynolds number

#%% intialization
u = np.zeros((Nx, Ny)) # x-velocity
v = np.zeros((Nx, Ny)) # y-velocity
p = np.zeros((Nx, Ny)) # pressure
u_new = u.copy() # x-velocity (relaxation)
v_new = v.copy() # y-velocity (relaxation)
p_new = p.copy() # pressure (relaxation)

#%% pre calculate for speed
P1 = dt / h
P2 = (2 / Re) * dt / h**2
P3 = 1 - (4 * P2)
omega = 4 # relaxation parameter (omega < 5)

#%% solve 2D Navier-Stokes equations
for nt in range(ns):
    pn = p.copy()
    p_new[1:-1, 1:-1] = pn[1:-1, 1:-1] - P1 * (u[2:, 1:-1] - u[:-2, 1:-1] + v[1:-1, 2:] - v[1:-1, :-2]) # pressure
    p[1:-1, 1:-1] = (1 - omega) * pn[1:-1, 1:-1] + omega * p_new[1:-1, 1:-1] # relaxation
    p[0, :] = p[1, :] # dp/dx = 0 at x = 0
    p[-1, :] = p[-2, :] # dp/dx = 0 at x = L
    p[:, 0] = p[:, 1] # dp/dy = 0 at y = 0
    p[:, -1] = p[:, -2] # dp/dy = 0 at y = D
    un = u.copy()
    vn = v.copy()
    u_new[1:-1, 1:-1] = un[1:-1, 1:-1] * P3 - P1 * (un[1:-1, 1:-1] * (un[2:, 1:-1] - un[:-2, 1:-1]) + vn[1:-1, 1:-1] * (un[1:-1, 2:] - un[1:-1, :-2]) + p[2:, 1:-1] - p[:-2, 1:-1]) + P2 * (un[2:, 1:-1] + un[:-2, 1:-1] + un[1:-1, 2:] + un[1:-1, :-2]) # x momentum
    u[1:-1, 1:-1] = (1 - omega) * un[1:-1, 1:-1] + omega * u_new[1:-1, 1:-1] # relaxation
    u[0, :] = 0 # u = 0 at x = 0
    u[-1, :] = 0 # u = 0 at x = L
    u[:, 0] = 0 # u = 0 at y = 0
    u[:, -1] = Uinf # u = Uinf at y = D
    v_new[1:-1, 1:-1] = vn[1:-1, 1:-1] * P3 - P1 * (un[1:-1, 1:-1] * (vn[2:, 1:-1] - vn[:-2, 1:-1]) + vn[1:-1, 1:-1] * (vn[1:-1, 2:] - vn[1:-1, :-2]) + p[1:-1, 2:] - p[1:-1, :-2]) + P2 * (vn[2:, 1:-1] + vn[:-2, 1:-1] + vn[1:-1, 2:] + vn[1:-1, :-2]) # y momentum
    v[1:-1, 1:-1] = (1 - omega) * vn[1:-1, 1:-1] + omega * v_new[1:-1, 1:-1] # relaxation
    v[0, :] = 0 # v = 0 at x = 0
    v[-1, :] = 0 # v = 0 at x = L
    v[:, 0] = 0 # v = 0 at y = 0
    v[:, -1] = 0 # v = 0 at y = D

#%% post processing
X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
plt.figure(dpi = 200)
plt.contourf(X, Y, u.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.contourf(X, Y, v.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.contourf(X, Y, p.T, 128, cmap = 'jet') # plot contours
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

plt.figure(dpi = 200)
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.5, arrowstyle='->', arrowsize = 1) # plot streamlines
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.show()

velocity_magnitude = np.sqrt(u**2 + v**2)  # calculate velocity magnitude
plt.figure(dpi = 200)
plt.contourf(X, Y, velocity_magnitude.T, 128, cmap = 'plasma_r') # plot contours
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.1, arrowstyle='->', arrowsize = 0.5) # plot streamlines
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis("off")
plt.show()

Pre-Calculation

# Copyright <2025> <FAHAD BUTT>
# Permission is hereby granted, free of charge, to any person obtaining a copy of this software and associated documentation files (the “Software”), to deal in the Software without restriction, including without limitation the rights to use, copy, modify, merge, publish, distribute, sublicense, and/or sell copies of the Software, and to permit persons to whom the Software is furnished to do so, subject to the following conditions:
# The above copyright notice and this permission notice shall be included in all copies or substantial portions of the Software.
# THE SOFTWARE IS PROVIDED “AS IS”, WITHOUT WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO THE WARRANTIES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE AND NONINFRINGEMENT. IN NO EVENT SHALL THE AUTHORS OR COPYRIGHT HOLDERS BE LIABLE FOR ANY CLAIM, DAMAGES OR OTHER LIABILITY, WHETHER IN AN ACTION OF CONTRACT, TORT OR OTHERWISE, ARISING FROM, OUT OF OR IN CONNECTION WITH THE SOFTWARE OR THE USE OR OTHER DEALINGS IN THE SOFTWARE.
import numpy as np
import matplotlib.pyplot as plt
l_cr = 1 # characteristic length
h = l_cr / 120 # grid spacing
dt = 0.0001 # time step
L = 1 # domain length
D = 1 # domain depth
Nx = round(L / h) + 1 # grid points in x-axis
Ny = round(D / h) + 1 # grid points in y-axis
nu = 1 / 100 # kinematic viscosity
Uinf = 1 # free stream velocity / inlet velocity / lid velocity
cfl = dt * Uinf / h # cfl number
travel = 10 # times the disturbance travels entire length of computational domain
TT = travel * L / Uinf # total time
ns = int(TT / dt) # number of time steps
Re = round(l_cr * Uinf / nu) # Reynolds number
u = np.zeros((Nx, Ny)) # x-velocity
v = np.zeros((Nx, Ny)) # y-velocity
p = np.zeros((Nx, Ny)) # pressure
P1 = h / (16 * dt)
P2 = (2 / Re) * dt / h**2
P3 = dt / h
P4 = 1 - (4 * P2)
for nt in range(ns):
    pn = p.copy()
    p[1:-1, 1:-1] = 0.25 * (pn[2:, 1:-1] + pn[:-2, 1:-1] + pn[1:-1, 2:] + pn[1:-1, :-2]) - P1 * (u[2:, 1:-1] - u[:-2, 1:-1] + v[1:-1, 2:] - v[1:-1, :-2]) # pressure
    p[0, :] = p[1, :] # dp/dx = 0 at x = 0
    p[-1, :] = p[-2, :] # dp/dx = 0 at x = L
    p[:, 0] = p[:, 1] # dp/dy = 0 at y = 0
    p[:, -1] = p[:, -2] # dp/dy = 0 at y = D
    un = u.copy()
    vn = v.copy()
    u[1:-1, 1:-1] = un[1:-1, 1:-1] * P4 - P3 * (un[1:-1, 1:-1] * (un[2:, 1:-1] - un[:-2, 1:-1]) + vn[1:-1, 1:-1] * (un[1:-1, 2:] - un[1:-1, :-2]) + p[2:, 1:-1] - p[:-2, 1:-1]) + P2 * (un[2:, 1:-1] + un[:-2, 1:-1] + un[1:-1, 2:] + un[1:-1, :-2]) # x momentum
    u[0, :] = 0 # u = 0 at x = 0
    u[-1, :] = 0 # u = 0 at x = L
    u[:, 0] = 0 # u = 0 at y = 0
    u[:, -1] = Uinf # u = 0 at y = D
    v[1:-1, 1:-1] = vn[1:-1, 1:-1] * P4 - P3 * (un[1:-1, 1:-1] * (vn[2:, 1:-1] - vn[:-2, 1:-1]) + vn[1:-1, 1:-1] * (vn[1:-1, 2:] - vn[1:-1, :-2]) + p[1:-1, 2:] - p[1:-1, :-2]) + P2 * (vn[2:, 1:-1] + vn[:-2, 1:-1] + vn[1:-1, 2:] + vn[1:-1, :-2]) # y momentum   
    v[0, :] = 0 # v = 0 at x = 0
    v[-1, :] = 0 # v = 0 at x = L
    v[:, 0] = 0 # v = 0 at y = 0
    v[:, -1] = 0 # v = 0 at y = D
X, Y = np.meshgrid(np.linspace(0, L, Nx), np.linspace(0, D, Ny)) # spatial grid
plt.figure(dpi = 500)
plt.contourf(X, Y, u.T, 128, cmap = 'jet')
plt.colorbar()
plt.gca().set_aspect('equal', adjustable='box')
plt.xticks([0, L])
plt.yticks([0, D])
plt.xlabel('x [m]')
plt.ylabel('y [m]')
plt.axis('off')
plt.show()
plt.figure(dpi = 500)
plt.streamplot(X, Y, u.T, v.T, color = 'black', cmap = 'jet', density = 2, linewidth = 0.5, arrowstyle='->', arrowsize = 1)  # plot streamlines
plt.gca().set_aspect('equal', adjustable = 'box')
plt.xlim([0, L])
plt.ylim([0, D])
plt.axis('off')
plt.show()
     
     Thank you for reading! If you want to hire me as your next shinning post-doc, do let reach out!

Wednesday, 18 August 2021

Computational Fluid Dynamics Simulation of a Swimming Fish (Includes UDF)

      This post is about the simulation of a swimming fish. The fish body is made of NACA 0020 and 0015 aero-foils (air-foils). The fluke is made of NACA 0025 aero-foil (air-foil), as shown in Fig. 1. the CAD files with computational domain modelled around the fish is available here.



Fig. 1, The generic fish CAD model

      The motion of the fish's body is achieved using a combination of two user-defined functions (UDF). The UDFs use DEFINE_GRID_MOTION script mentioned below, for the head/front portion. This is taken from the ANSYS Fluent software manual, available in its original form here. The original UDF is modified for present use as required. To move the mesh, dynamic mesh option within ANSYS Fluent is enabled; with smoothing and re-meshing options. The period of oscillation is kept at 2.0 s. The Reynolds number of flow is kept at 100,000; which is typical for a swimming fish.

/**********************************************************

 node motion based on simple beam deflection equation
 compiled UDF
 **********************************************************/
#include "udf.h"

DEFINE_GRID_MOTION(undulating_head,domain,dt,time,dtime)
{
  Thread *tf = DT_THREAD(dt);
  face_t f;
  Node *v;
  real NV_VEC(omega), NV_VEC(axis), NV_VEC(dx);
  real NV_VEC(origin), NV_VEC(rvec);
  real sign;
  int n;
  
  /* set deforming flag on adjacent cell zone */
  SET_DEFORMING_THREAD_FLAG(THREAD_T0(tf));

  sign = 0.15707963267948966192313216916398 * cos (3.1415926535897932384626433832795 * time);
  
  Message ("time = %f, omega = %f\n", time, sign);
  
  NV_S(omega, =, 0.0);
  NV_D(axis, =, 0.0, 1.0, 0.0);
  NV_D(origin, =, 0.7, 0.0, 0.0);
  
  begin_f_loop(f,tf)
    {
      f_node_loop(f,tf,n)
        {
          v = F_NODE(f,tf,n);

          /* update node if x position is greater than 0.02
             and that the current node has not been previously
             visited when looping through previous faces */
          if (NODE_X(v) > 0.05 && NODE_X(v) < 0.7 && NODE_POS_NEED_UPDATE (v))
            {
              /* indicate that node position has been update
                 so that it's not updated more than once */
              NODE_POS_UPDATED(v);

              omega[1] = sign * pow (NODE_X(v), 0.5);
              NV_VV(rvec, =, NODE_COORD(v), -, origin);
              NV_CROSS(dx, omega, rvec);
              NV_S(dx, *=, dtime);
              NV_V(NODE_COORD(v), +=, dx);
            }
        }
    }

  end_f_loop(f,tf);
}

      The computational mesh, as shown in Fig. 2, uses cut-cell method with inflation layers. The mesh has 2,633,133 cells. The near wall y+ is kept at 5. The Spalart-Allmaras turbulence model is used to model the turbulence. The second order upwind scheme is used to discretize the momentum and modified turbulent viscosity equations. The time-step for this study is kept at 100th/period of oscillation.


Fig. 2, The mesh and zoom in view of the trailing edge.

      The animation showing fish motion is shown in Fig. 3. Within Fig. 3, the left side showcases the velocity iso-surfaces coloured by pressure and the vorticity iso-surfaces coloured by velocity magnitude is shown on the right.


Fig. 3, The animation.

      Another animation showing the fish motion is shown in Fig.4. Within Fig. 4, the left side shows surface pressure while the right side shows pressure iso-surfaces coloured by vorticity.


Fig. 4, The animation.

      If you want to collaborate on the research projects related to turbo-machinery, aerodynamics, renewable energy, please reach out. Thank you very much for reading.

Sunday, 7 October 2018

High Camber Wing CFD Simulation

     This post is about the numerical simulation of a high camber, large aspect ratio wing. The wing had an aspect ratio of 5:1. The Reynolds number of flow was 500,000. The wing was at an angle of attack of zero degree. The aero-foil employed had a cross section of NACA 9410.

     The software employed was Flow Simulation Premium. A Cartesian mesh was created using the immersed boundary method. The mesh had 581,005 cells. Among those 581,005 cells, 55,882 were at the solid-fluid boundary. A time step of ~0.00528167 s was employed*. The domain was large enough to accurately trace the flow around the wing without any numerical or reversed flow errors. The software employs ฮบ-ฮต turbulence model with damping functions, SIMPLE-R (modified) as the numerical algorithm and second order upwind and central approximations as the spatial discretization schemes for the convective fluxes and diffusive terms. The time derivatives are approximated with an implicit first-order Euler scheme.

     The mesh is shown in Fig. 1. The four layers of different mesh density are also visible in Fig. 1, the mesh is refined near the wing surface using a mesh control. The velocity around the wing section is shown in Fig. 2, using a cut plot at  the center of the wing. In Fig. 2, the wing body is super imposed by pressure plot. The velocity vectors showing the direction of flow are superimposed on both the wing body and the velocity cut plot.


Fig. 1, The computational domain.


Fig. 2, The velocity and pressure plots.

     The results of the simulation was validated against the results from XFLR5 software. XFLR5 predicted slightly higher lift and slightly less drag on the wing for same boundary conditions because the XFLR5 simulations were inviscid.

     Thank you for reading. If you would like to contribute to the research, both financially and scientifically, please feel free to reach out.

     *Time step is averaged because of the fact that a smaller time step was employed at the start of the numerical simulation.

Saturday, 28 July 2018

Steady-State VS Transient Propeller Numerical Simulation Comparison

     This post is about the comparison between steady-state and transient computational fluid dynamics analysis of two different propellers. The propellers under investigation are 11x7 and 11x4.7 propellers. The first number in the propeller nomenclature is the propeller diameter and the second number represents the propeller pitch, both parameters are in inch. The transient analysis was carried out using the sliding mesh technique while the steady-state results were obtained by the local rotating region-averaging method. For details about 11x7 propeller click here, for the details about 11x4.7 propeller, click here.
 
     As expected, the propeller efficiencies of transient and steady-state analysis are within 0.9% of each other, as shown in Fig. 1-2. Therefore, it is advised to simulate propellers and horizontal axis wind turbines using the steady-state technique as long as no time-dependent boundary conditions are employed.
 
Fig. 1, Propeller efficiency plot.
  
 Fig. 2, Propeller efficiency plot.
 
     It can be seen from Fig. 3-4 that time taken by the steady-state simulation to converge is on average 42.37% less that the transient analysis.  The steady-state analysis takes considerably less time to give a solution then a transient analysis.
 
Fig. 3, Solution time.
 
Fig. 4, Solution time.
 
Thank you for reading. If you would like to collaborate on research projects, please reach out.

Friday, 23 October 2015

Pipe Flow Simulation

Just ran another simulation related to HMT, this problem became steady state after about 36 seconds.

Water at 318 K starts flowing (0.00035 m^3/s) through a steel pipe initially at 298 K. The steel pipe had convection to air at 298 K at 3,000 W/m^2.K. A simple simulation yielded inner and outer wall temperatures of the pipe to be 309.07 K and 311.26 K respectively. Then I ran a transient simulation, to find out the time taken by the pipe’s walls to reach these temperatures (f...rom 298 K) as water flows through it. It came out to be around 36 seconds.

Then I ran a FEA. To calculate stresses induced in the pipe due to water pressure, thermal effects, gravity etc. The pipe’s diameter increased by 0.005866 mm and von-mises stress induced was 117,016,056 N/m^2 with a factor of safety of 5.302.

Then I ran fatigue study to see if the pipe will survive under these loads for 20 years or not. It will I think. The fatigue S-N curves were not available so I used the ones for carbon steel (slightly different from the ones I used for CFD analysis and FEA); so will it last for 20 years I am not sure yet (searching for curves).



 Temperatures at inner wall surface
 Temperature at outer wall surface
displacement and stress animation

Sunday, 5 July 2015

Canal Turbine Concept


It's a concept I am currently working on, so far I gave made a CAD model (renderings attached) of it in SolidWorks and analyzed it using its built in CFD module.

There are many advantages of canal turbines over wind turbines, prominent one's being:

 

Unidirectional flow


Water flows in one direction in a canal so we don't need pitch and yaw control surfaces. That simplifies the design process and reduces weight.

Constant flow rate


We (humans) control water flow rate through canals and it's almost same all year, so we don't have to worry about blade aero foil design to suit variable/abruptly variable flow rate, that makes design process further straight forward.

Large Electricity potential


Canals are 100s of km long, imagine the electricity potential in the canals. You can put these turbines in irrigation canals and it'll power nearby villages and all the irrigation equipment etc.

Higher Power/Discharge Ratio


Water is ~816 times dense (powerful) than air, so for the same discharge (flow) rate we get potentially 816 times more power. Which means more we can make designs that are lighter, smaller and easier to manage and maintain.

Easy maintenance


Fitted less than ~1 m deep inside the canal and can be retracted for maintenance at ground level, making maintenance very easy or better yet, we can maintain them while canals are being cleaned.