Pedestrian
Vaults
Changing
the Reference Frame
Copyright George M. Bonnett, JD 2005-2011 All Rights Reserved
The
pedestrian vault: complicated and controversial – the perfect topic for
examination. It sometimes seems that
everyone involved with accident reconstruction has discovered a formula or
formula variant computing pedestrian vault speed. There are at least a half-dozen computer programs that primarily
deal with pedestrian and/or bicycle vaults or that have a section containing
multiple pedestrian vault formulae.
What
distinguishes a pedestrian vault from a regular vault and how do bicycles get
included? In a regular vault the point
of touchdown or landing can usually be determined. Within the field of accident investigation or reconstruction the
vault formula is most often utilized with vaults involving launched vehicles
that create easily discernible marks upon making contact with the struck
surface. By contrast, a pedestrian
vault is typically devoid of an easily discernible mark where the pedestrian
made first contact with the surface.
This undiscovered point of first contact problem also holds true for the
operator of a bicycle or motorcycle launched by contact with a motor vehicle. It is the reason why pedestrian vaults must
be separated from regular vaults and for the inclusion of the bicycle and
motorcycle vaults.
The
terminology or language involved with the investigation of pedestrian vaults
contains some terms that are unique and specific to this type of vault
analysis. One of these terms is “throw”
distance. In a regular vault the
distances involved in the analysis are the vertical and horizontal distances
from the point of launch to the point of touchdown or first contact. As the point of first contact is not
normally discernable when investigating pedestrian vaults, the horizontal
distance is unavailable. Instead, the
investigator uses the throw distance.
One
common mistake the novice pedestrian vault investigator makes is assuming the
throw distance begins at the point of first contact between the pedestrian and
the vehicle. This is rarely the
case. The throw distance is actually
measured from the point of release or separation of the pedestrian from the
vehicle. The other end-point for the
throw distance is the point of final rest of the pedestrian and not where the
pedestrian landed.
The
throw distance, from release to final rest, covers not only the vault, but also
the sliding distance of the pedestrian.
This is the most distinguishing feature between the regular vault and
the pedestrian vault – the pedestrian vault includes a slide over a surface to
final rest. The throw distance covers
the entire distance the pedestrian is thrown by the vehicle from release to
final rest.
No
wonder pedestrian vaults are so complicated.
They involve both a vault over an undetermined distance and a slide over
an undetermined distance. Please take
note that the word undetermined was precisely chosen as while it may be
immediately undetermined, it is not undeterminable.
Generally,
vaults associated with accident reconstruction do not include corrections for
air resistance, which is speed dependent.
The masses are so large for the surface area of the pedestrian and the
distances and speeds are so small, that the corrections fall within the margin
of error relative to the measurement of the variables involved.
Another
common mistake made by the uninitiated is assuming that there are different
formulae for different types of vaults.
Publications from some training institutions have broken the vault into
falls, vaults where the landing is above the point of takeoff, vaults where the
landing is below the point of takeoff, vaults where the launch angle is limited
to a few degrees above or below the horizontal, and the list goes on. To set the record straight, there is only
one fundamental, basic vault equation based on standard physics equations
relating to distance, velocity and acceleration.
The
analysis of a regular vault involves three primary variables that enable
us to determine the forth variable, the vault speed – usually the unknown. These primary variables are the horizontal
and vertical distances from launch to contact (as previously discussed), and
the launch angle of the vaulting vehicle or object.
As
a rule, the analysis of a slide or skid involves a beginning speed, a final
speed, a distance and the friction factor between the surface and the
object. If three of the variables are
known, the forth variable or unknown is easily solved using a relatively simple
non-linear equation.
The
vault and the slide are the two components of the pedestrian vault. The unique feature of the pedestrian vault
is that the throw distance is shared in an initially undetermined ratio. As is all too often true with the regular
vault, the launch angle of the pedestrian vault is probably unknown.
Eating an Elephant
So
how does one eat an elephant? One eats
an elephant one bite at a time. If that
works for elephants, it may also work for pedestrian vaults.
Pedestrian
vaults deal with the pedestrian from the release or separation from the vehicle
to the point of final rest, the throw distance. This throw distance involves both a vault and a slide. Since this is the essence of the pedestrian
vault, why is this not the primary focus of the investigation into a pedestrian
vault? Once separation occurs, the
vehicle no longer has any influence on the pedestrian unless there is a
secondary collision. The resulting
motion of the pedestrian as governed by the laws of physics is the primary focus
of our investigation.
The 600 Pound Gorilla
Current
methodologies appear to examine the vehicle-pedestrian geometry in assuming a non-reported launch angle to solve for the vault speed. The subject system method examines the
vault-slide relationship for the given throw distance using a narrow range of
appropriate input launch angles
in determining the speed. The expert
can then examine the effect and determine the validity of all of the inputs,
including the launch angle.
For
any given launch angle and friction coefficient between the pedestrian and the
surface over which the pedestrian is sliding, the vault and the slide
components of the pedestrian vault are inexorably tied to each other. This
tells us that if the launch angle and surface friction are known for any given
throw distance, then solving for the vault speed of the pedestrian is simply a
matter of doing the mathematics.
If
the throw distance is kept as a constant, then the only way the eighty plus
different currently published pedestrian formulae can arrive at different
solutions is by varying either the launch angle or the friction factor of the
pedestrian. As every pedestrian vault
formula requires an input of the friction factor, the only remaining variable
is the launch angle. Because of this
fundamental relationship based on physics principles, the only real difference
between all of the existing pedestrian formulae is the assumed launch
angle.
Almost
all of the pedestrian formulae are designed to handle one of two different types
of problems: 1) the wrap, or 2) the frontal projection.
The
above statement is technically correct, but when examined closely, all that is
at issue is the launch angle. Generally
a frontal projection will have a launch angle less than or slightly above
zero. Launch angles much greater than
zero are usually the result of a wrap.
Again, it is simply a matter of the assumption made for the launch angle
that is the difference in these two main formulae types.
The Vault
How
can we arrive at a solution for a known launch angle, throw distance, elevation
change and friction coefficient?
There
is almost enough information to use the regular vault formula to solve for a
vault speed. Using the information at hand, a vault solution is possible but
there is no distance remaining to dissipate the energy as a result of the
horizontal speed of the pedestrian. If
the entire throw distance is used for the vault, there is no linear distance
for the slide. The pedestrian would
have landed at the final rest position with all of the horizontal speed still
intact.
How
is the percentage of the throw distance allotted to the vault portion of the
combined maneuver determined? At this
point the answer should be crystal clear.
We have only two choices. We
either quit, or we guess.
The Guess?
The
only option left is to assume a horizontal distance for the vault. With this assumption, a speed can be
computed using the vault formula.
The Skid
With
the vault velocity and the known launch angle, trigonometry provides a
horizontal velocity for the pedestrian.
The horizontal velocity of the vault is the initial speed in the
skid. The final speed is obviously
zero. With a known initial and final
speed and a deceleration factor, a simple computation solves for the distance
required for the change of speed.
Eureka!
When
the distance computed for the skid combined with the initial assumed vault
distance is equal to the throw distance, the only solution for the given launch
angle is a reality. A simple iterative
process generates the required solution.
So
where does this leave us?
If
this reference frame is utilized when investigating the pedestrian vault, in
lieu of a plethora of formulae all generating disparate solutions based on the
same data, the investigator can use the regular vault formula and the distance
formula for a deceleration to arrive at a solution that is demonstrably correct
using scientific principles. The
formulae involved are readily available in any college level basic physics
text.
This
does not denigrate any of the studies done in an effort to validate the other
published pedestrian formulae. These
studies can be used in conjunction with the iterative process described above
to validate the process.
Most
of the published pedestrian formulae do not require a launch angle. This angle will have to be a supposition
supplied by the individual investigator.
While it requires an assumption on the part of the investigator, it is
the investigator who is in the best position to determine the angle or range of
angles that are most suitable for use in connection with the specific incident
under investigation.
This
process does have one nasty drawback.
The iterative process is time consuming unless the investigator is
extremely lucky or has access to a computer program that will do the
iterations.
Below,
REC-TEC Professional software will be used to illustrate the principles that
have been described. The results will
be compared to several of the more universally accepted pedestrian formula.
Example 1 (Forward
projection)
Throw
distance = 65 feet Vertical
distance = –2.5 feet
Coefficient
of friction = .7 Launch
Angle = Zero degrees

Common
Pedestrian Vault Formulae

The
computed solutions are within a narrow band ranging from a low of 28.53 (IPTM
general purpose formula) to a high of 36.9 with three of the solutions at
31.3453. Collins suggests the correct
friction factor is .8 and a solution is shown for both the .7 and .8 values.
Below
is a solution obtained using the system described earlier. It took the software 38 iterations for the
solution using a sophisticated algorithm in which it carried out the comparison
to 9 decimal places.
This
system also generated the vault distance (18.12 ft) and the slide distance
(46.88 ft). As a result of this
breakdown for the distances, the times for the vault and slide are also
available. The diagram shows a scale
vault and slide.

The
program can also generate the friction value required for the slide in order to
meet the throw distance value for a specific speed. As a self-check on the software algorithm employed, the computed
value of 31.3453 will be entered as the vault speed. This should compute to a value very close to the .7 entered as
the friction value in the original problem.
The
speeds for the IPTM, Collins (.8) and Searle formulae will also be entered and
shown on the following pages. While the
IPTM formula is a general pedestrian vault formula, the NUTI and Collins
formulae are frontal projection formulae.
Searle’s formulae allow for an initial high acceleration at first
contact and appear to be general purpose, but that determination will be left
to the reader.
Algorithm
Check Value: : Friction Required = 0.7

IPTM
Computed Speed : Friction Required =
0.5605

Collins
(.8) Computed Speed : Friction
Required = 0.8

Searle
(Minimum) Computed Speed : Friction
Required = 0.6425

Searle
(Maximum) Computed Speed : Friction
Required = 1.0419

Computation
for Optimum Angle with lowest vault speed consistent with other data

The
image above shows the absolute minimum speed required to complete the maneuver
with a .7 coefficient of friction over the throw distance of 65 feet. Any lower vault speed would result in the
pedestrian not being able to cover the entire distance at the given friction
level.
The
speeds for the IPTM and Searle (Minimum) are not really problematic. The IPTM formula is actually a
general-purpose formula not restricted to zero degree frontal projections. The Searle (Minimum) formula falls within
the range established by the IPTM formula as it relates to the NUTI and Collins
formulae.
A
pedestrian vault with a 10-degree launch angle would include the lower end of
the spectrum for wrap projections. The pedestrian is launched at an upward
angle to the horizontal as a result of the geometry of the frontal area of the
striking vehicle and the pedestrian’s center of gravity location. The image below shows a launch angle of 10
degrees with the other input data unchanged.
The computed speed for this maneuver is 28.36 miles per hour, very
similar to the IPTM computed speed (28.53) for a general-purpose launch.
Example 2 - (Example 1 with a 10-degree Launch
Angle)
The
actual IPTM, NUTI, Collins and Searle formulae are shown on page 5. Note that none of them use a launch angle as
part of the computation except as is inherent in the change of vertical height
to the point of landing.

Looking
at the pedestrian vault from the vault/slide perspective has certain advantages
including the ability to separate the throw distance into its component
parts. This breakdown may point to
areas of the scene deserving increased scrutiny in a search for corroborative
evidence. It will also point out the
sensitivity of the vault speed to the various input variables.
Disregarding
the slide component of the throw distance has a dramatic effect on the vault
speed as evidenced by the image below.
The airborne vault equation should be used only if a point of first
contact with the surface can be determined.
In this situation the horizontal distance from release to point of
touchdown does not constitute a throw distance. Throw distance by definition must have a sliding component with
no clear demarcation between the vault and the slide.

A
system capable of utilizing launch angles provides the advantage of iterating
the launch angle to test the sensitivity of the vault speed. Testing the sensitivity of the vault speed
to changes in input data is a valuable tool in the analysis of the pedestrian
vault. Analysis using a single
systematic approach should yield more useful information than attacking the
problem with the number of pedestrian vault formulae currently available to the
investigator.
There
are an estimated 80 plus formulae competing for prominence in the
reconstruction community. All of them
must deal with the friction of the pedestrian, the vertical height of the
center of mass of the pedestrian and the throw distance involved. The wrap formulae strive to generate vault
speeds by imputing launch angles based on geometry and other factors including
the friction between the vehicle and the pedestrian. The specific data required
for these formulae are rarely available.
Iteration/Finite
Difference Analysis Menu

Iteration
of Throw Distance

Iteration of Vertical Distance

Iteration of Pedestrian Friction Value

Iteration of Takeoff (Launch) Angle

Iteration
of Pedestrian Vault Speed to solve for Friction Value

Finite
Difference Analysis

Graphics
of Finite Difference Analysis Values

The
iteration tables on the previous pages show the sensitivity of the vault-slide
integration system to the changing values for all of the individual input
variables. This iteration approach is a
useful tool when dealing with a small number of formulae or a systematic
approach but becomes un-wieldy when dealing with a large number of diverse
formulae.
One
of the real strengths of the vault-slide integration system however is that it
is possible to utilize Finite Difference Analysis to test the sensitivity of
the system to changing values of a particular variable. In the process it generates the statistical
uncertainty of the system for the specific ranges assigned to the variables.
Example 3
It
is now time to methodically plow through the step-by-step process of arriving
at a solution for a pedestrian vault.
Manually calculating a solution will give us a better understanding of
how the system works.
Throw
distance = 125 feet Vertical
distance = –2.5 feet
Coefficient
of friction = .8 Takeoff
Angle = 7.5 degrees
As
previously discussed, the throw distance needs to be divided into the vault
distance and the skid distance.
There
is an old saying amongst homicide detectives that it doesn’t matter what a
suspect says, as long as you can get them to say something. The rationale is that if the suspect is
telling the truth, it should be provable and if he/she is lying that should
also be provable. Either way, the
statement will go a long way in either eliminating or convicting the suspect.
The
same rationale is used in solving this problem. Since it is difficult to interrogate either the deceased
pedestrian or the throw distance as to the exact vault distance, a vault
distance will be chosen at random. The
initial vault distance chosen is 65 feet.
The
standard vault formula:
Vv = Sqr (g / 2 * X2 / cos2(A) * (tan(A) –Y))
Vv = Sqr (32.2 / 2 * 652 / cos2(7.5) * (tan(7.5) –-2.5))
Vv = 79.1099 feet per second
Now
we have enough to confirm or eliminate our suspect – the 65-foot vault
distance. Using this information the distance of the slide can be
determined. Only a really retarded
rookie would subtract the 65 feet from the 125-foot throw distance and say the
slide was 60 feet. The expert
calculates the distance for the slide from the known initial speed
The
next step in the process is to determine the horizontal speed of the
pedestrian.
Vh = Vv * cos(A)
Vh = 79.1099 * cos(7.5)
Vh = 78.4331 feet per second
With
a horizontal speed and a friction (deceleration) factor, a time for the slide
is computed. The distance for the slide
is then computed using the time.
T = (Vi – Vf) / (f / g)
T = (78.4331 – 0) / (.8 / 32.2)
T = 3.0447 seconds
D = Vi * T – f * g * T2 / 2
D = 78.4331 * 3.0447 – .8 * 32.2 * 3.04472 / 2
D = 119.4051 feet
Throw Distance = 119.4051 + 65 = 184.4051 feet
It
looks like 65 feet gets a pass on this one, as it obviously does not provide a
solution (125 feet) to the problem.
However, all is not lost, as now we know that the suspect vault distance
must be less than 65 feet.
The
next suspect distance is 50 feet. The
same procedure is used for 50 feet as was used for 65 feet. While this suspect turns out much closer, it
is still too long to be correct.
The
third suspect is distance 45 feet.
Again the same procedure is used, but this time the suspect is too
short. This is the process that will
continue to be used until arriving at a perfect result of 125 feet when the vault
distance is added to the slide distance.
When
using this methodology, and doing the calculations manually, humans have an
inherently superior ability over the computer.
Human reason and logic team up to help choose the next suspected
distance. The computer can use only the
pre-programmed algorithm in search of the solution.
Modern
computers can arrive at the solution in less time that the human heart muscle
takes to contract, but it does have to take more steps than we do. Hopefully that thought will give us some
solace. It is analogous to the race
between the hare and the tortoise.
Computer
Solution to Example 3

Expanded Graphics for Example 3

Hypothetical
2-Sigma (95%) Confidence Level for each Variable

Result
is Speed (43.723 m/h) with Uncertainty (+/- 3.5663 m/h) at 95% Confidence Level

Graphical
Representation of Finite Difference Analysis high and low variable values

Caveat
Searle’s
theory of increased acceleration at touchdown has merit. However, the fall distance from the apogee
may not be as high as is first assumed and there may be some bounce. The determination of how, or if, this is
analogous to a skip-skid will be reserved for the expert in the particular
case. In any event, it is something the
well-prepared expert should be ready to discuss in presenting his opinion.
Assumptions and the Courts
The
courts, especially in the federal system, do not like assumptions. Many have to be tolerated but they are
usually limited to cases where the assumption is then either proved or
disproved. Almost all of the current
in-vogue pedestrian vault formulae make an assumption as to the launch angle of
the pedestrian.
Courts
in the federal system have rigorously excluded software that makes assumptions
in the computations that are not reported.
Assumptions that are reported that can then be examined as to their
effect on the outcome are permitted.
Assumptions by computer programs that are surreptitious in nature and
not reported, and therefore cannot be examined, are routinely excluded from
evidence.
As
most of the current pedestrian vault formulae are doing exactly the same thing,
one could certainly argue for their exclusion.
The Thrill of Victory and the Agony of Defeat
It
is always comforting for an expert to go into deposition or trial knowing that
the common formulae upon which their testimony is based can be found in any
physics book in the world. The certain
knowledge that underlying the opinions to be expressed are the same principles
of basic physics that have been universally accepted for hundreds of years
simultaneously creates both tranquility and excitement.
On
the other hand, the thought of having to explain the self-serving selection of
only a handful of formulae from a vast pool of over eighty must create an
intense feeling of anxiety, especially when these exotic formulae were used to
explain the ballistic and sliding motion of a struck object. In addition to the justification of the
individual selections, the expert certainly should be prepared to discuss and
differentiate the attributes and oft-times disparate solutions generated by
both the selected and non-selected formulae – a daunting task.
Copyright George M.
Bonnett, JD 2005-2011 All Rights Reserved