INTRODUCTION
FIGURE 1. Giza
Plateau Layout
(Left) The causeway from the Great
Pyramid can be seen leading down to the location of the ancient Nile
River. The causeway was a hollow structure nearly half a mile long.
Why did they need this hollow structure? (Right) The retaining wall
is an accepted part of the pyramid structure. This retaining wall
would have been as high as the entrance door. What did it need to
retain?
Did these buildings actually come from
an earlier time of a more advanced civilization?
Many mathematicians embrace the building. They show that it incorporates numerous advanced mathematical relations within its design:
Many architects marvel at the size and precision of the building:
The Mystery schools (Masons,
Rosicruscians, Templars, etc.) view the building as a sonic
initiation machine that leads to higher knowledge.7 The Masons put
the Great Pyramid on the back of the U.S. one dollar bill.
FIGURE 2. Giza
Plateau Topographical
The Nile River was a major factor for
the Giza plateau design. Just as important as the Nile was the
Western Nile (Ur Nile). The Western Nile was at a higher elevation
and gravity fed many miles of underground aqueducts3 . One function
of the aqueducts was to provide water to the Great Pyramid’s moat.
Water escapes from the waste valve until the water‘s velocity forces the valve shut. When the valve shuts, the water stops flowing instantaneously and causes the water to compress resulting in a compression wave, or shock wave, to emanate from the valve area. In the drive line, the water reverses direction until the shock wave reaches air and returns down the pipe.
In the output line, a high pressure
surge passes through the check valve. This surge is at least fifty
times (3,360 psi at Giza) the static water pressure of the
compression chamber. When the compression wave leaves the
compression chamber, a low pressure situation exists. The low
pressure is equal and opposite to the compression wave. This
immediately re-opens the waste valve. The stand pipe is a shortcut
for the compression wave to reach air. Once the compression wave
reaches air, a wave returns down the stand pipe and starts the water
flow back into the compression chamber. The stand pipe, usually
twice the diameter of the drive pipe, allows for the highest
possible cycling rate.
FIGURE 3. Standard
Hydraulic Ram Pump The basic hydraulic ram pump has water running from the elevated water source to the compression chamber. A valve in the compression chamber allows water to flow out until the velocity forces the valve shut. The valve shutting causes a high pressure spike that forces water past the check valve and through the output line. The waste valve reopens and once again allows water to flow down the pipe. The stand pipe affects the cycle rate by creating a shortcut for the reverse surge.
FIGURE 4. Specialized
Application Hydraulic Ram Pump Building an underground ram pump requires lengthening of the compression chamber to allow for waste water output. The output line is placed on the ceiling of the compression chamber to automatically remove air from the chamber. The line from the waste valve to compression chamber acts as a wave guide, effectively focusing the shock wave into a pulse. This pulse impacts the compression chamber’s ceiling effectively transmitting part of the pulse vertically and reflecting part of the pulse back down the waste valve line. Design: John Cadman
FIGURE 5. Confirmed
Existence at Giza
Before theorizing about missing parts,
it is important to view what is known to have existed. Although the
retaining wall (1) no longer is in existence, it is an accepted part
of the complex. The retaining walls and casing stones were
dismantled for building materials.
On top of the step are two fins that run
from the front of the step to the back wall. A third fin starts ½
way back on the step. All of the fins run east to west and reach up
near the ceiling. On the main floor there is a {6’} wide square pit
set diagonally some 5’ from the eastern wall. This pit drops 5 ½‘ to
a step where the pit narrows to 4’ square. The total depth of the
pit is about 11’ although Cavigula had drilled down another 30’ in
the 1800’s.5 In the southeastern corner is the entrance to a tunnel
that measures 29” by 31”. Dubbed the ”dead end” shaft, this tunnel
runs 57’ due south where it ends in a vertical wall.
FIGURE 6. Views of
the Subterranean Chamber It is difficult to describe the largest room of the Great Pyramid. Upon entering the room we are faced with a pit tunneled in the middle of the floor. One half of the room is a large step with odd fins. The handrail around the pit was added in modern times to prevent visitors from falling into it. Photos: Guardian’s Giza, Edgar Brothers, GPG-RA
FIGURE 7. The
Subterranean Chamber Layout
Although these drawings were a primary
source for the models, they have errors in the finned area and the
pit’s relative angle. The fin errors were a result of the fins being
filled with rubble. The pit is also rotated slightly from it’s
diagonal offset. The bottom drawing shows the location of the small
recess that corresponds to the best location for an air or gas
removal line. The blocked line leads up into the pyramid with the
best output being the Queen’s chamber niche.
FIGURE 8. The Basic
Passage Layout The pump assembly incorporates the descending passage (3), subterranean chamber (6), the “dead end” shaft (7), the pit (8), the well shaft (4) and grotto (5). To complete the basic hydraulic ram, two blocked tunnels need to be cleared. At the end of the “dead end” shaft exists a plane surface that correlates to the backside of a check-valve. The pit hasn’t been completely cleared of rubble to expose the horizontal shaft, yet. In the running model the water in the well shaft pulsed at the grotto height even though this is below moat elevation.
This tunnel was a drain that
had a mechanical element at its end. This mechanical element is
possibly a sliding stone plug, which opened and closed causing a
pulsing action (see Figure 24). The “dead end” shaft (7) terminates
57’ past it’s entrance. It is my hypothesis that the termination is
the back face of a closed check valve, and a tunnel exists beyond
(see inset Figure 8).
A model was built
drawing upon the Edgar brothers’ sketches8 (see Figure 7), Flinders Petries’ dimesions9, Edward Kunkel’s drawings1, and every photograph
I could find. Photographs played a crucial part in verifying details
on various drawings. A 1:48 scale was decided upon. This scale
utilizes ¾”, 1” and 1 ¼” pipes. The subterranean chamber is 8” x 13”
x 5”. By August of 1999 I had built a model as described by Kunkel.
The first model leaked, cracked and, worst of all, didn’t run.
Four months passed and then in the last hours of the millennium (New Year’s Eve 1999), I had a vision of the correct layout. With renewed excitement, model construction continued (see Figure 10). Within four months (April 3, 2000) I had constructed a working model that started running on the first try! (see Figure 11)
FIGURE 9. Model No. 3
Casting and Ceiling Installation (Left) The model has been removed from the rubber mold, and it is ready for entrance and exit fittings. (Right) The ceiling block has been sealed by saturating it with clear epoxy resin. The model is then glued to the block with the a slightly pliable epoxy to absorb shock without cracking. The whole model is then covered with a mix of the two epoxies, fiberglass, and steel reinforcements. Corporate sponsorship would be welcomed . . . “The epoxy that built the pyramid”
FIGURE 10. The Model
Preparing for Cement The model before cement was added. The pit shaft was angled west then south in this model for strength. At Giza the shaft goes due southeast. The model uses twin 45’s instead of single 90’s to mimic the 45 degree reflective elbow of Giza. (Right) The horizontal passage into the subterranean chamber model utilizes square interior to mimic the tunnel at Giza.
FIGURE 11. The First
Working Model - April 3, 2000 (Left) Originally believing that water was pumped to the King’s chamber, the model is shown pumping to that elevation. (Center) A barrel was used for the reservoir, but filling limitations forced moving the model to a seasonal creek with a pond utilized for the reservoir. (Right) The model is housed within reinforced cement, while at Giza, the subterranean chamber is housed under 100 feet of bedrock. In either case, the room is situated to withstand shockwaves.
FIGURE 12. The
Wastegate and the Bypass
(Left) The original wastegate was
vertical with a variable weight utilized to reopen the valve. Later,
the valve became horizontal with no weight, utilizing only the
rarefaction wave to reopen valve. The vortex of the subterranean
chamber would spin the valve 30’ down the line. (Right) To compare
the pumping unit with the subterranean chamber in place versus
without, a straight pipe was fit in place where the room would have
been. This resulted in a much simpler assembly that still pumped.
There were two main differences. There was a large reverse pulse at
the reservoir and the output flow was more erratic. This
demonstrated how the subterranean chamber absorbed much of the
reverse pulse. |