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Mediterranean to Dead-Sea Project
A hydro electric power generating syphon pipe[s] &/or
canal &/or tunnel from Mediterranean Sea to Dead- Sea[s]
Calculation of value of
electricity to be generated, even if just replacing what
evaporates
2022-12-13 there was yet another TV documentary on how the Dead- Sea on
the Israel/ Jordan border is still falling at one metre per
year.
This calculates How much money
could be earned from hydro electric power generated by a canal
&/or syphon pipe &/or tunnel from the
Mediterranean.
More profit if one also partly re-filled the Dead Sea:
More Spin Off wealth:
Some of that generated electricity could be used to
desalinate Med. water from the pipe, for irrigation anywhere
between the Mediterranean & Dead sea area. Far cheaper
than trying to desalinate Dead Sea water for irrigation.
Further pipes/ canals could be built at any contour level
below the delivery end of the pipe & above Dead- Sea
level to deliver any and or all of
- Mediterranean salinity: For fish farms (same
sorts of fish as can live in open salt seas), &
artificial lakes for water sports & tourism.
- Part desalinated, for newly researched hardy
brackish plants that can stand some
salt, (but not Dead Sea super high
concentrations).
- Desalinated water of various grades for human
& farm animal drinking & industry & sweet water
fish farms & drip
irrigationetc.
Politics
- Best include the Palestinians & Jordanians in on the
investment, planning, building & maintenance work &
profits. An incentive for peace & co-operation
- Include the oil rich Saudis & other Arabs in
investment discussions, They may like the PR of diversifying
some investments to their local area to also benefit Arabs in
Jordan & Israel to stabilise some in impoverished areas
so less want to migrate.
-
As there's periodic political & violent instability in
Israel, Gaza Strip & West Bank will have some wondering
if a route is more viable just in Israel, here's links to
geographic areas:
-
- 430.5 metres (1,412 ft) below sea level
- 50 km long & 15 km wide at widest point
-
"main, northern basin is 50 kilometres (31mi) long
and 15 kilometres (9mi) wide at its widest point" (50 x
15 = 750, less allowing for non rectangular, narrower
at ends)
"its surface area today is 605 km2 (234 sq mi), having
been 1,050 km2 (410 sq mi) in 1930"
Question: is the 605 km2 just the main northern basin,
or including the southern basin ? The Southern Basin
seems to be about 50% of the Northern. Could that then
be about 900 km2 ?
Searching finds:
www . saltworkconsultants . com / dead - sea - middle -
east /
"The Dead- Sea water surface defines what is the
deepest continental position (-420 m asl) on the
earth's current terrestrial surface. It is our only
modern example where bedded evaporitic sediments are
accumulating on the floor of a deep brine body, where
water depths are measured in hundreds of meters.
Overall, this salt-encrusted depression is 80 km long
and 20 km wide, has an area of 810 km2, is covered by
a brine volume of 147 km3 and occupies the lowest
part of a drainage basin with a catchment area of
40,650 km3.
However, falling water levels in the past few
decades mean the permanent water mass now only
occupies the northern part of the lake, while saline
anthropogenic pans occupy the southern basin so that
the current perennial "Sea" is now only some 50 km
long."
- volume per year evaporating: = 605,000,000 cubic
metre
- A canal/pipe will need some gradient to flow - Guess a 30 metres drop
? (Later calculate the gradient
& drop).
One can't build turbines right down on the edge of the
Dead- Sea, where shallow land is unstable with sink holes
(+ the Dead- Sea may rise not sink with this project!),
so allow some loss of height for shallow run off after
last turbine, & allow some extra height loss for
intermediate pools, so allow 50 meters ? So drop for
turbines is 350 metres.
- volume per year x density x drop height = energy per
year.
Sea water is a bit heaver/ denser than pure water, but
approx the same.
1 cubic metre 1,000 decilitre, each decilitre is 1
kg.
Assume gravity is 10 Newtons per Kg (its actually
9.8)
1 year = 365 x 24 x 60 x 60 = 8,760 hours = 31,536,000
seconds
1 newton metre = 1 joule
1 joule / sec = 1 watt
605,000,000 x 1,000 x 10 x 350 Nm / 31,536,000 secs
=
605,000,000 x 10 x 350 Nm / 31,536 secs =
67,145,484 Watts
( 67 Mw is quite small, eg Hungary
is planning 2 x 1,200 MW nuclear reactors. ) 67
Megawatt x 8,760 hours = 588,194 Mega-Watt hours
x 50 US $ per megawatt hour ? = 29.4 million dollars per
year.
I invite checking of figures
- LATER to
search: generators are not 100% efficient, but
largely so, no allowance deducted for that.
- A big inefficiency would be if water was pumped up to
a canal above sea level, but some of that expenditure of
energy expense would be recovered on the Dead- Sea end,
as extra drop height. & The pumps would be running on
cheap electricity supplied by the Dead- Sea end.
- If pipes too expensive. canals & viaducts (like
Romans used) across flat higher land if one used
electricity generated from the drop down to the Red Sea,
to power pump up from Mediterranean to canal.
- LATER to
search: what are percentage efficiency losses in
Large generators & pumps ?
- If 430 metre drop is too much for strength of pipes
of a syphon, no problem, either just use whatever drop is
optimal, either direct on to first generators, then
venting into a small lake then drop that water down
another pipe to another generator station. Or have a
first small drop from the syphon into a top pool, then
pipe it in a drop down to 1st generators.
- A Long tunnel
-
Electricity Prices
-
Building Costs : Pipe / Canal / Tunnel & possible
combinations
High. Depends on route etc. Not worth figuring all
alternate complex cost that will depend on lots of
factors, until we've first calculated the value of electricity
that could be generated which is easier to calculate. The
electricity generated cost may then rule out some over
priced build options, & save considering them at
least here.
Only generating earning & building & operating
profits are all calculated, can can ROI = Return On
Investment be calculated.
-
-
If Tunnel is the
chosen option, it's building cost.
At 80km, I guess maybe a bit more than the 57 km https://en.wikipedia.org/wiki/Gotthard_Base_Tunnel,
depending on rock geology. OTOH cheaper labour ? a single
mere water tunnel wouldn't need all the expense of 2
bidirectional tunnels & a central escape tunnel &
no cabling in the tunnel. Maybe just occasional primer
pools & pumps & power cable all up at surface level
?
-
Whether a tunnel or a syphon (ie sealed tube, with Dead-
Sea end lower than Mediterranean), some gradient is needed to keep a pipe flowing
(& more gradient for more
speed).
-
drainageconsultantsltd . co . uk / about - drains /
drainage - gradients - falls/
- Gradients from 1 in 40 to 1 in 110 will normally
give adequate flow velocities.
- The above is for sewers containing solids (that
they recommend to start planning at 1 in 80)
- But this Mediterranean to Dead- Seas project is
for clean sea water, so take a guess at 1 : 200. 1/
200 of 80 km = 80,000 / 200 = 400 metres. That's near
all of the 430.5 m. level of the Dead- Sea !
LATER to
search Hydrology : How flat can a tunnel or canal
of clean water run ?
-
https://www.eolss.net/sample-chapters/C07/E2-12-04-01.pdf
: "Old Croton Aqueduct (OCA) and completed in 1842
from the Croton River to New York City. The gradient
of 0.00014 "
-
https://ww
w.eolss.net/sample-chapters/C07/E2-12-04-01.pdf :
"New Croto Aqueduct, also 0.00014"
- Slope: 2023-09 I think I heard a German documentary
say Bazelgette discovered a slope of 40 cm per kilometer
for keeping sewage running for London.
- Ref. also en
. wikipedia . org / wiki / Thames_Tideway_Scheme 25
km long sewage tunnel under the Thames. From -30 m at
Acton, to -70 m at Abbey Mills. [ Are both negatives
local relative to local land or relative to a common sea
level ? ie Does that give us a slope/ gradient of 40m metres in 25 km ? Doesn't
seem enough for rain water, let alone sewage ? ]
- Ref: TV Documentary on London
Sewage system designed by Sir
Joseph William Bazalgette: 40 cm per kilometre
- https://en.wikipedia.org/wiki/Stormwater#Regulations
May lead to articles on gradients required.
- https://en.wikipedia.org/wiki/Drainage_gradient
is not relevant, as roads need much greater gradient on gritty roads to avoid
vehicles skidding.
- LATER to
search: the larger the pipe, the more efficient: less
skin friction.
- The bigger a canal is, the less the gradient can be, as while there is static
friction at the edge, the water can run faster in the
middle (consider a river as a series of concentric semi
circles, with each slower moving layer exercising
friction on the next more central faster moving
layer).
-
Side Effects
- Could either stop Dead- Sea sinking, or could raise
the sea; stop or reduce ever more sink hole collapses;
resume old tourist trade on a stable coast line.
- However maybe rain has leached out some salt column
support even up to old levels ?
- Some of the water piped from the Med. could be
desalinated anywhere along the pipe line, using surplus
electricity from the Dead- Sea generators, for
agricultural/ industrial/ human use, anywhere adjacent to
the Med-Dead pipe line, or anywhere preferably downhill
from where the Med-Dead pipe delivers above the Dead
Sea.
- Local Climate mitigation around Dead- Sea: delivering
water of either or both Mediterranean Sea salinity &
potable water would assist the arid desert type Dead- Sea
area.
- Not damaging to world sea levels, it would
fractionally help mitigate against melting pole
caps.
- An aborted project:
en . wikipedia . org / wiki / Dead_Sea #
Link_to_the_Red_Sea
-
Politics
- Israel & Jordan both adjacent to Dead- Sea should
discuss & co-operate,
- invite all locals to invest money & labour,
- invite also non local investors, as a moderating
neutral force intent just on engineering & financial
success, not aligned to local political/ national/
religious/ factions.
- Consider securing a special status for the territory
of the canal/pipe, to secure co-operation between rivals,
& secure the operation. Consider adopting some
clauses from political arrangements of eg Suez &
Panama Canals & Straits of Bosporus, & Arctic
Treaties etc.
- Routing planning & building of canal or syphon
pipe would need co-operation between Jews, Palestinians
etc. they would need reminding to co-operate, as if they
fail to agree, both sides will loose all benfits.
Extra facts, corrections & links welcome by email
See Also:
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