Components of attachment forces: F1,x, F1,y and F2,x, F2,y
Position vectors: r1,x, r1,y and r2,x, r2,y
Use of right-hand rule to determine directions of cross products
Moment arm crossing in +x direction with force component in +y results in +z direction vector
Interpretation of -(r1,yF1,x)z: magnitude is r1,yF1,x pointing in -z direction
System is called statically indeterminate if unknowns exceed equations
Steady-state system with no mass transfer reduces to equation 6.6-1: a Fu = 0
Viscosity does not affect behavior of static fluids
Cube with sides dx, dy, dz within a still fluid of density r
Body force due to gravity on mass of fluid within
Pressure forces act on all faces of the cube
Pressure force is balanced by gravitational force
Equation 6.6-2 describes forces in z-direction: a Fu z = Fu p + Fu g = 0
Differential pressure, dP, captures pressure difference between opposing faces
dP/dz = -rg indicates pressure varies with height, independent of lateral position
For x-direction: dP/dx = 0 indicates pressure does not change with x-position
For y-direction: analysis similar to x-direction shows pressure independent of y-position
Pressure only acts in z-direction on static fluids
Relationship given as ∆P = -rg ∆z
Pressure difference between two points in a static fluid depends on height, density, gravitational constant
Area over which pressure acts does not affect pressure gradient
Example of hydrostatic pressure difference from shoulder to ankle
Pressure in ankle is greater due to greater hydrostatic head
Containers with same base area but different heights exert same pressure force on base due to hydrostatic pressure
Fup = APbase = Arg(x + y)
Total force on a container at base equals its weight plus pressure force from the annulus at height y
Isolated systems have no mass transfer across boundaries, resulting in momentum balance equations
Conservation of momentum in steady-state conditions corresponds to no changes in momentum
Equations also represent internal forces acting in equilibrium
Problem analyzes adhesion of platelets while ignoring external forces
Platelets injected into a solution in specific velocities
Perfectly elastic collisions maintain kinetic energy before and after impact
Conservation of momentum used in perfectly elastic collisions to calculate individual velocities necessary
Useful in evaluating impact situations or forces that act over short times
Total impulse is calculated using change in momentum over time interval
Introduction of mass across system boundaries means momentum change occurs due to acceleration of fluid movement
Differential form of conservation of momentum must account for flowing fluids
Resultant force calculations essential for analyzing fluid movement stability
Forces considered for mass flow into system and pressure maintained during movement
The Reynolds number (Re) characterizes flow regimes (laminar or turbulent)
Re is calculated using formula: Re = rvD/m
Transition from laminar to turbulent flow at established Re values (2100 < Re < 4000)
Analyzing airflow in the trachea using volumetric flow rate and trachea diameter to estimate Reynolds number
Accounting for mechanical energy is essential in fluid systems
Mechanical energy sums kinetic energy, potential energy, and work done on the fluid
Importance of mechanical energy accounting follows principles of conservation but does not assume mechanical energy is conserved directly.