Monday, September 2, 2013

Modern Civilization: Glaring Lacuna: Indian Coasts and Rivers and Lakes will go fishless with nukes




Re:

Fisherfolk to oppose Jaitapur project

Mumbai: Sep 1, 2013 DHNS
Thousands of fisher-folk along the green-ribbon Konkan coastal belt of Maharashtra have decided to intensify their agitation against the proposed 9,900-MW Jaitapur Nuclear Power Project.
http://www.deccanherald.com/content/354762/fisherfolk-oppose-jaitapur-project.html#


Ten to twenty times more money per hectare of priceless land will wean away
the immediate PAPs who lack a perspective of the nuclear energy programmes
worldwide. The tactics of the authorities reveal on their part a malicious
misrepresentation or ignorance of true facts regarding the nuclear programmes.
Energy deficit is the audit of nuke programmes: Year after year they consume
more energy than they deliver to society outside the nuclear industry.This
necessitates more and more coal fired electricity and energy and consequently
more and more hydro power to be diverted to feed the nuclear energy programme.
This will be fate of the enterprise even thirty years from now! Moreover
the Montecs, Manmohans, Modis and the nuclear musketeers
will despoil all our coasts with ultramegawatt coal fired ash ponds and
decimate all our forests and fertile lands with
hydroplants required to stabilise the grid supply. Studies scientifically
show that the world will be burning coal twice as fast as now and consume
water with double the capacity of hydroplants as now! My research shows that
hydrodams are causing severe monsoon rains, the latest casualty of which
was the Kedar Dome and Kedarnath Valley and other parts of Uttarkahnd.The
dams are carrying the attack to the once considered invincible Himalayan peaks!
And all along the history of modern civilization we see the surge waves of
forces and water moments of the dams emanating from their centre of gravity
wreaking havoc of Himalayan proportions on nuclear installations.Analyses
show that we must apply the precautionary principle to stop the
cumulative effects of modern civilization from destroying all life:
The world's dams are responsible for the nuclear waste storage explosion
at Kyshtym(1957), the Windscale Plutonium producing nuclear reactor's fire
in 1957, the Chernobyl explosion(1986), the Narora Fire(1993),
the explosion of the Kursk nuclear submarine in the Barents Sea(2000),
the Bhuj damquake(2001), the Kashiwasaki Kariwa Nuclear PARK damages(2007),
the Fukushima explosion and triple reactor meltdown extinction level
ongoing event(2011) slated to cause billions of infant mortality,
the Sindhurakshak submarine explosion(2013) and many other disasters.
Many of these disasters have resulted in millions of hectares of priceless
land radioactive, and still unfit for living beings for many centuries.
The nuclear electricity programme of India alone is estimated to
result in 40 Bhopals a year through fatal cancers!(One Bhopal is 2000
immediate deaths). All this sacrifice of land for what? No nuclear energy
to society outside the nuclear industry!
Google search for energy audit of the indian nuclear programme for the
scam, the biggest of all time.The true cost of energy from nukes is
infinity both in terms of health and electricity.Individual rights
must take precedence over nuke cycles.Life is infinitely superior
forever.

Where is the space for any nukes to operate: See
http://enenews.com/reporter-in-japan-there-is-concern-over-fukushima-contamination-polluting-entire-world-at-least-the-pacific-ocean-video
(27 comments)

Friday, July 5, 2013

Severe Monsoon Extreme Events are caused by the Dams of the World.

Dams are causing severe monsoon rains
 

Ramaswami Ashok Kumar, B.E.,M.E(Power), Negentropist, Bombay Sarvodaya Mandal,299, Tardeo Road, Nana Chowk,Mumbai-
400007.
© Copyright Ramaswami Ashok Kumar 2017 All rights Reserved
 

Abstract
Gong and Wang (2000) reported severe summer rains in East China at the rate of 47 mm/decade linear trend in 33 station mean during 1977-1998, unprecedented in recorded history. They suggested that global warming may be the cause. Extreme rainfall events in  summer have been causing a significant positive trend in percentage rainfall during storms and other severe events in the US report the authors citing Karl and Knight(1998). This article reports on disaster events caused by dams, in particular, a severe trend in increased annual rains occurring in regions in India and compares that in China and finds them similar as expected. The mechanism is explained in terms of surges of giant sledge hammer effects in the form of water pressures of up to and even more than 100 km per sec every second
at the centres of gravity of heavily dammed regions because of rapid rise in reservoir contents(See Earthquakes Caused by Dams at the Link http://earthquakescausedbydams.blogspot.in ). This is done here by examining data from the 2010 summer monsoon in India and for the period from 1950-2008. These surges are felt as various forms of disasters like sudden hotspots, rainstorms, flash floods, firestorms, heat waves, hurricanes, tornados, landslides, mine cave ins and earthquakes(See Collaterals of Climate Change at the link: http://collateralsofclimatechange.blogspot.in ). Thus dams change climate because of the continuous nature of their cumulative effects on the earth, like direct heating up by exerting water moments from their centre of gravity. The recent Uttarakhand disaster(14 to 20 June 2013) is a direct consequence of dams which destroyed dams in the valley apart from taking lives and creating landslides by uplift and subsidence of the earth. Dams as a means of meeting water demands have to be given up in favour of rapid emergency waves of ecological forest rejuvenation now. See Glaring Lacuna in Meeting Water
Needs by Dams at the link: http://glaringlacuna.blogspot.in/2011/04/glaring-lacuna-in-meeting-water-needs.html . The reason is that dams are slaves of gravity while forests transpire, respire and are giant pumps throwing up water into the atmosphere after sucking them up from the groundwaters and redistribute water in proportion to the density of
vegetation and prevent the phenomenon of dynamic disequilibrium of the continuous surges of forces and water moments exerted on the earth. See Reforest Mother Earth to Live at the link: http://practicethevedas.blogspot.in


Rainfall and Dam build up.
The four regions in India having differing monsoon rainfall are the Northwest, the Northeast, the Central and the Southern Peninsular
Region. The rains in these regions together are significantly increasing with Annual All India Dam Capacity as Figure 1 shows:

The sum of rains in the four regions North West(NW), North East (NE), Central (C)and South Peninsular (SP)India has increased at the rate of 45.65 mm/decade during 1901 to 2009(See Table below). This is similar to East China’s 10 year increase from 1977 to 1998 of 47.5 mm.
 

Table 1: Sum of Monsoon Means of NW,NE,CI and South Peninsular
India(SPIN)




Let us see the picture for East China from 1977 to 1998 for the rainfall increase with China Dam Capacity(Figure 2). The trend is indeed a significantly increasing one for the East China Rainfall with China Annual Dam Capacity as noted from the correlation of Rain with Dam Capacity.



Let us now zoom into the picture for the Southwest Monsoon in India for 2010:


The rigid interconnections between the daily increment in dam storage and All India daily rainfall, mm/d can be understood from the dynamics of severe increases in dam storage with cloudbursts resulting in abnormally heavy daily rainfall. See below for the daily changes and their effects for 2010 during the South West Monsoon, June to September as controlled by the 30 Dam All India Dam Content Changes for electricity generation(Figures 4 and 5 and Table DAMSIR).







References
1. Dao-Yi Gong, Shao-Wei Wang.2000. Severe Summer Rainfall in China associated with enhanced global warming. Climate research. Vol.16:51-59,2000,November 10.
2. Karl, Thomas R., richard W Knight.1998.Secular Trends of Precipitation Amount, Frequency and Intensity in the United States. Bull. Amer. Meteor. Soc.,79,231-241.
3. Independence From Terror
By Subhankar Banerjee

http://www.countercurrents.org/banerjee040713.htm

Two recent disasters: one in Uttarakhand, India and the other in Arizona, US show us—that not only ecological devastation but also human casualty—arise from climate change. In both cases, those who tried to save lives—lost their lives



Thursday, June 6, 2013

The Busehr Nuclear Reactor Damaged by Dams of the World


The World’s Dams Damage the Bushehr Nuclear Reactor in Iran

By Ramaswami Ashok Kumar,B.E.,M.E(Power), Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road, Nana Chowk, Mumbai-400007.
8 June 2013
Copyright © 2013-2019 Ramaswami Ashok Kumar
Author’s note
Please cite this paper while making use of it. Please leave a comment if you wish.



The water needs of the world that are met by the dams of the world are enough to cause forces and water moments to be exerted by a cumulative total effect, at points on the globe resulting in catastrophic damages to the infrastructure of modern civilization and ultimate death of all life and mutation of genes of all life and thus affecting radically future generations. These also have contributed to the ongoing Chernobyl disaster(April 25 1986), the Narora reactor damage(30th March 1993), the ongoing Kashiwasaki Kariwa nuclear park damage(July 16 2007), the ongoing Fukushima triple meltdown( 11 March 2011) and now the ongoing Bushehr Reactor damage(April to June 2013).
Among the numerous similar ways in which the Bushehr Nuclear Reactor(BNR) may have suffered damage by dams, two instances are detailed below(Table BD):
 (Right Click on the table and view it on a separate tab)
 
In both instances of earthquake occurrence, the Bushehr Nuclear reactor lies in between the locations of the earthquake pairs. The time of arrival of the surge wave created by the dams is computed by the following equation:
Time of occurrence of the first earthquake(timewise) + {distance between the first quake to the Bushehr nuke plant)/(distance between the two quakes)}*(Time interval between the two quakes)
Note that the instances are ubiquitous when two earthquakes occur such that the Bushehr Nuclear Plant is in between the two quake locations.
For example between February 2013 till date there have occurred  swarms of earthquakes in Iran which followed such instances with Bushehr sandwiched between two quake locations.
See The Nuclear Effect in Causing Earthquakes at the link:
http://glaringlacuna.blogspot.com/2012/01/nuclear-effect-in-causing-earthquakes.html
See the hotspots around Bushehr created by the World's dams during the period 24th May 2013 to 12 Jun2013:

The correlation with the dam content changes

On both occasions there were significant accelerations of total daily dam contents just in India’s 30 large electricity producing dams(Total Capacity:
238743MCM):
 On 16th April 2013 when the 7.8 MM magnitude damquake occurred on the Iran-Pakistan border region, the acceleration was –2529 MCM/day/day (Million cubic meters per day per day)(Total Contents 61184 MCM). On 24th May 2013 when the 8.3 MM magnitude great damquake occurred in the Sea of Okhotsk,off the Kamchatka Peninsula, it was -2302  MCM/day/day(Total Contents 47065 MCM) . For detailed research work on the issue, refer to

Glaring Lacuna in meeting water needs

Link: http://glaringlacuna.blogspot.com/2011/04/glaring-lacuna-in-meeting-water-needs.html 


Dear Friends:
And now see the diplomats saying that the Iran Nuclear Reactor at Busehr is damaged:
Re: http://enenews.com/ap-nuclear-reactor-reportedly-damaged-by-quake-sources-long-cracks-have-appeared-in-at-least-one-section-of-structure
Check this out:
The nuclear effect in causing earthquakes at
http://glaringlacuna.blogspot.com/2012/01/nuclear-effect-in-causing-earthquakes.html
The authorities the world over must apply the precautionary principle and shut down nukes the world over.



From: ashok kumar <rakumra@yahoo.com>
To: "napmindia@gmail.com" <napmindia@gmail.com>
Sent: Wednesday, April 17, 2013 7:00 AM
Subject: Many Fukushimas courtesy Nuclear Effect of Dams in causing Earthquakes

Re: Islamabad, April 16, 2013
Pakistan bears the brunt of Iran quake by Anita Joshua
http://www.thehindu.com/news/international/world/pakistan-bears-the-brunt-of-iran-quake/article4623482.ece
These earthquakes are all related to the surge waves of dams and are deadly in their effects.See the truth about dam caused earthquakes by google search for The Nuclear Effect in Causing Earthquakes/Ramaswami Ashok Kumar. Fukushima ongoing catastrophe was caused by dams and repeated earthquakes caused by dams are aggravating the long term effects of the triple meltdowns at Fukushima. Many more Fukushimas are certain because of the cumulative effects of dams.



Is the Kudankulam Nuclear Park Region similarly vulnerable?

Yes, just like any other part of the globe to the effects of the surge waves of the dams of the world, from instant to instant, continuously. Take just one tragic event: The Kovilpatti fire on 11 June 2013:

The blaze started at 140 PM (IST) on 11 June 2013 and raged for more than half an hour. 4 women were charred to death and a nearby parked vehicle was also burnt completely.
“Kovilpatti Revenue Divisional Officer T. Kathiresan, who rushed to the site, said the women were engaged in unloading chemical-dipped splints from a container.
They were shifting the material to a vehicle parked close to the container — which was also burnt completely — to transport it to match manufacturing units.”
1340 hrs, the time of occurrence is 0810 hrs UTC.
This event took place in between two earthquakes( caused by dams, by applying the precautionary principle). The surge wave of the dams passed by the Kovilpatti factory creating intense heat where the workers were engaged in the transfer of inflammable material to the transport vehicle and hence contributed to the tragedy. See Table Kovilpatti below:

The acceleration of dam contents was huge on 11th June as can be inferred from that for just 30 dams in India with a total full storage capacity of 238743 MCM: 4649 MCM/day/day, with total dam contents of 46586 MCM on 9th June falling to 42215 MCM on 10th June and rising to 42493 MCM on 11th June 2013.  
From a study of the table above, we are astounded to see that the Kudankulam location is almost there! There are several such earthquake pairs which are occurring again and again(See the EMSC and USGS lists)where Kudankulam location is in between. It is only a matter of time before Kudankulam is affected by these monster surge waves. Rather there have been electrocution cases reported there.Also note this report on Kudankulam also for 11 June 2013 :
http://zeenews.india.com/news/tamil-nadu/noise-at-kudankulam-n-plant-no-cause-for-worry_854378.html
And at related location(Ringhals Nuclear Reactor fire on 12 June 2013):

Fire hits Swedish nuke plant near Gothenburg

Published: 12 Jun 13 10:57 CET | Print version
A small fire broke out at the Ringhals nuclear power plant 1 in western Sweden on 12 June 2013,Wednesday morning(9AM local time or 7 hrs UTC), less than a day after the reactor had been restarted.
http://www.thelocal.se/48454/20130612/
Location of Ringhals: 
57.25972222  12.11083333
Now 90-12.11083333= 77.88916667
And Location of Kovilpatti has longitude 77.8718!
 Thus applying the precautionary principle the citizens there and all over the world would do well to study this contribution by the World’s dams to impending catastrophes at nuclear plants along with the energy audit and the safety issues including the insoluble nuclear waste disposal problem and take a firm decision now to close down all nukes including both for energy generation and nuclear weapons.  
Mahatma Gandhi(1908) in Hind Swaraj on Modern Civilization's cumulative effects on itself: Given enough time, modern civilization will destroy itself.

Friday, April 26, 2013

The Chernobyl Disaster : The World's dam surges may have caused the unprecedented power surges

THE CUMULATIVE DYNAMIC NUCLEAR EFFECT OF DAMS MAY HAVE BEEN THE INITIATOR OF THE CHERNOBYL DISASTER LIKE FUKUSHIMA
Read this is conjunction with the wikipedia report:
http://en.wikipedia.org/wiki/Chernobyl_disaster
© 2016-2018 Ramaswami Ashok Kumar

Let there be net neutrality also across browsers and let us all enjoy the internet!

"They scare us, that even our water you can't drink. But how can you do without water? Every person has water inside her. There's no one without water. Even rocks have water in them. So, maybe, water is eternal? All life comes from water. Who can you ask? No one will say. People pray to God, but they don't ask him. You just have to live. Anna Petrovna Eadaeva, re-settler  In SVETLANA ALEXIEVICH . 1996. VOICES FROM CHERNOBYL p51. 


The Ongoing Chernobyl disaster
If all the water moment applied by the world’s dams at Chernobyl were converted to kinetic energy we have seen the accelerations unleashed during the moments leading to the disaster. Thus  on 1986-04-25T16:12:35.320Z, a dam content change of 0.022 BCM acting at the center of gravity of the world’s dams at 18.50895,100.045, caused a force of 2.17929E+11 N to act on the Chernobyl Reactor No.4 at 51.2619,30.236 with a bending moment(Water moment) of 1.52909E+18 Nm which resulted in an acceleration vertically downwards of the centre of gravity of the reactor no 4 unit  of 544.8 m/s/s or 56 g, whereas the designed peak vertical ground motion acceleration at the reactor was more than two orders of magnitude fold less. The shock input temperature profile at the Chernobyl site is shown in Fig1Ch1 below. Suppose that we assume that all the water moment was converted to shock input temperature at the station the following is the result. At this time(16:12) a shock input temperature was 1.9 million degrees C with an average of 142100 degrees Celsius every 13.78 minutes. Applying the precautionary principle, this magnitude of the average shock input temperature at the Chernobyl site caused by the world’s dams will have made the shear resistance zero and the control rods would have been subjected to 55g force and the water boiled away leaving the core free to explode and melt fully. A combination of the mix of some proportion of this shock kinetic energy  and  the shock temperature rise would have resulted to cause the explosions:





On 26 April 1986, at 01:23 (UTC+3)/wiki/Moscow_Time), reactor four
suffered a catastrophic power increase, leading to explosions in its
core. This dispersed large quantities of radioactive fuel and core
materials into the atmosphere and
ignited the combustible graphite moderator. The
burning graphite moderator increased the emission of radioactive
particles, carried by the smoke, as the reactor had
not been encased by any kind of hard containment vessel. 

The accident occurred during an experiment
scheduled to test a potential safety emergency core cooling
 feature, which took place during a normal shutdown procedure.



      Steam turbine tests

An inactive nuclear reactor continues to generate a significant amount
of residual decay heat. In an initial shut-down state
(for example, following an emergency SCRAM) the reactor
produces around 7 percent of its total thermal output and requires
cooling to avoid core damage. RBMK reactors, like those at Chernobyl, use water as coolant. Reactor 4 at Chernobyl consisted
of about 1,600 individual fuel channels; each required a coolant flow of
28 metric tons (28,000 liters or 7,400 US gallons) per hour.
Since cooling pumps require electricity to cool a reactor after a SCRAM,
in the event of a power grid failure, Chernobyl's reactors had three
backup diesel generators; these could start up
in 15 seconds, but took 60–75 seconds to attain full speed and reach the 5.5‑megawatt(MW) output required to run one main pump.
To solve this one-minute gap, considered an unacceptable safety risk, it
had been theorised that rotational energy (as it wound down under residual
steam pressure) could be used to generate the required electrical power.
Analysis indicated that this residual momentum and steam pressure might
be sufficient to run the coolant pumps for 45 seconds, bridging the gap between an external
power failure and the full availability of the emergency
generators.
This capability still needed to be confirmed experimentally, and
previous tests had ended unsuccessfully. An initial test carried out in
1982 showed that the excitation </wiki/Excitation_(magnetic)> voltage of
the turbine-generator was insufficient; it did not maintain the desired
magnetic field </wiki/Magnetic_field> after the turbine trip. The system
was modified, and the test was repeated in 1984 but again proved
unsuccessful. In 1985, the tests were attempted a third time but also
yielded negative results. The test procedure was to be repeated again in
1986, and it was scheduled to take place during the maintenance shutdown
of Reactor Four.^[22] <#cite_note-NV_Karpan:_312.E2.80.9313-23>

The test focused on the switching sequences of the electrical supplies
for the reactor. The test procedure was to begin with an automatic
emergency shutdown. No detrimental effect on the safety of the reactor
was anticipated, so the test program was not formally coordinated with
either the chief designer of the reactor (NIKIET) or the scientific
manager. Instead, it was approved only by the director of the plant (and
even this approval was not consistent with established procedures).^[23]
<#cite_note-insag7-24>

According to the test parameters, the thermal output of the reactor
should have been /no lower/ than 700 MW at the start of the experiment.
If test conditions had been as planned, the procedure would almost
certainly have been carried out safely; the eventual disaster resulted
from attempts to boost the reactor output once the experiment had been
started, which was inconsistent with approved procedure.^[23]
<#cite_note-insag7-24>


The Chernobyl power plant had been in operation for two years without
the capability to ride through the first 60–75 seconds of a total loss
of electric power, and thus lacked an important safety feature. The
station managers presumably wished to correct this at the first
opportunity, which may explain why they continued the test even when
serious problems arose, and why the requisite approval for the test had
not been sought from the Soviet nuclear oversight regulator (even though
there was a representative at the complex of 4 reactors).
The experimental procedure was intended to run as follows:

 1. The reactor was to be running at a low thermal power level, between 700 MW
    and 800 MW.
 2. The steam-turbine generator was to be run up to full speed.
 3. When these conditions were achieved, the steam supply for the
    turbine generator was to be closed off.
 4. Turbine generator performance was to be recorded to determine
    whether it could provide the bridging power for coolant pumps until
    the emergency diesel generators were sequenced to start and provide
    power to the cooling pumps automatically.
 5. After the emergency generators reached normal operating speed and
    voltage, the turbine generator would be allowed to freewheel down.


      Conditions prior to the accident



The conditions to run the test were established before the day shift of
25 April 1986. The day shift workers had been instructed in advance and
were familiar with the established procedures. A special team of
electrical engineers was present to test the
new voltage regulating system. As planned, a
gradual reduction in the output of the power unit was begun at 01:06 on
25 April(22:06 UTC on 24 April 1986), and the power level had reached 50% of its nominal 3200 MW
thermal level by the beginning of the day shift(10:06 hrs on 25 April 1986, UTC or 13:06 hrs local time).

At this point, another regional power station unexpectedly(Perhaps because of dam surge like at Chernobyl) went offline,
and the Kiev  electrical grid controller requested that the further reduction of Chernobyl's output be
postponed, as power was needed to satisfy the peak evening demand. The
Chernobyl plant director agreed, and postponed the test at 11:00 hrs UTC or 14:00 hrs local time for nine hours.

Herein lies another effect, that due to dams that may have played a sinister plot. 


See Table CHDams for the derivation and details. The earthquakes are caused by dams and reveal data about dam content changes and the forces they apply. The analysis is in terms of the acceleration caused by the dam caused forces acting on a free standing nuclear unit, Unit No.4. This gives a ball park in which to view the cause after despecialising one's vision to see the holistic truth, applying the precautionary Principle.




At 23:04(local time), the Kiev grid controller allowed the reactor shut-down to
resume. This delay had some serious consequences: the day shift had long
since departed, the evening shift was also preparing to leave, and the
night shift would not take over until midnight, well into the job.
According to plan, the test should have been finished during the day
shift, and the night shift would only have had to maintain decay heat
cooling systems in an otherwise shut down plant.
The night shift had very limited time to prepare for and carry out the
experiment. A further rapid reduction in the power level from 50% was
executed during the shift change-over. Alexander Akimov
</wiki/Alexander_Akimov> was chief of the night shift, and Leonid
Toptunov was the operator responsible for the reactor's operational
regimen, including the movement of the control rods. Toptunov was a
young engineer who had worked independently as a senior engineer for
approximately three months.
The test plan called for a gradual reduction in power output from
reactor 4 to a thermal level of 700–1000 MW.^[25] <#cite_note-27> An
output of 700 MW was reached at 00:05 on 26 April. However, due to the
natural production of xenon-135 </wiki/Xenon-135>, a neutron absorber
</wiki/Neutron_absorber>, core power continued to decrease without
further operator action—a process known as reactor poisoning
</wiki/Iodine_pit>. As the reactor power output dropped further, to
approximately 500 MW, Toptunov mistakenly inserted the control rods too
far—the exact circumstances leading to this are unknown because Akimov
and Toptunov died in the hospital on May 10 and 14, respectively. This
combination of factors rendered the reactor in an unintended
near-shutdown </wiki/Shutdown_(nuclear_reactor)> state, with a power
output of 30 MW thermal or less. See Figure 1 above: The world's dams may have already inserted the rods too far down!


The reactor was now only producing around 5 percent of the minimum
initial power level established as safe for the test.^[23]
<#cite_note-insag7-24> ^:73 Control-room personnel consequently made the
decision to restore power by extracting the majority of the reactor
control rods to their upper limits.^[26] <#cite_note-28> Several minutes
elapsed between their extraction and the point that the power output
began to increase and subsequently stabilize at 160–200 MW (thermal), a
much smaller value than the planned 700 MW. The rapid reduction in the
power during the initial shutdown, and the subsequent operation at a
level of less than 200 MW led to increased poisoning
</wiki/Reactor_poisoning> of the reactor core </wiki/Reactor_core> by
the accumulation of xenon-135.^[27] <#cite_note-nf-29> ^[28]
<#cite_note-30> This restricted any further rise of reactor power, and
made it necessary to extract additional control rods from the reactor
core in order to counteract the poisoning.




The operation of the reactor at the low power level and high poisoning
level, was accompanied by unstable core temperature and coolant flow,
and possibly by instability of neutron flux. Various alarms started
going off at this point. The control room received repeated emergency
signals regarding the levels in the steam/water separator drums, and
large excursions or variations in the flow rate of feed water, as well
as from relief valves </wiki/Relief_valve> opened to relieve excess
steam into a turbine condenser </wiki/Condenser_(heat_transfer)>, and
from the neutron power controller. In the period between 00:35 and
00:45, emergency alarm signals concerning thermal-hydraulic
</wiki/Thermal-hydraulic> parameters were ignored, apparently to
preserve the reactor power level. Emergency signals from the reactor
emergency protection system (EPS-5) triggered a trip that turned off
both turbine-generators.^[29];#cite_note-31;


After a while, a more or less stable state at a power level of 200 MW
was achieved, and preparation for the experiment continued. As part of
the test plan, extra water pumps were activated at 01:05, Chernobyl local time on 26 April,
increasing the water flow. The increased coolant flow rate through the
reactor produced an increase in the inlet coolant temperature of the
reactor core, which now more closely approached the nucleate boiling
</wiki/Nucleate_boiling> temperature of water, reducing the safety
margin/wiki/Factor_of_safety.

AT 1:05+ local Chernobyl time on 26 April 1986 or 22 hrs 05 mins UTC on 25 April 1986, 

a dam initiated surge wave passed the Chernobyl power plant
aggravating the instability of Reactor No.4 where the test was to start(TABLE CHDS1986).
This surge wave may have heated the steel shroud housing the reactor core
greatly increasing the reactor temperature and also severely stressing the entire structure. See nuclear effect in causing
earthquakes:
http://glaringlacuna.blogspot.com/2012/01/nuclear-effect-in-causing-earthquakes.html

In Tables below, A is date, B is Type of Occurrence, C,D,E are UTC time: Hr,Min,Sec;
F,G ,H are latitude, Longitude and depth of quake;I is magnitude,J is type of magnitude;
K is USGS ID of quake; the rest are defined in the Tables except for column P which is explained below.
In between the time at which the Damquake at Sr. No 1 occurred and the time at which the damquake at Sr. No 3 occurred, the Chernobyl catastrophe started(and is still ongoing). The time elapsed between these two quakes is given in col. P at Sr. No 3 as 2.116 hrs. To get the time at which the dam dynamic disequilibrium surge wave hit Chernobyl Reactor No. 4 , this time duration is multiplied by the ratio (distance between the first damquake and Chernobyl/distance between the two damquakes) or 2.116*(3150/6567) = 1.015 which appears in Col. P at row Sr. No 2. This is added to the time at which the first damquake occurred to get the time at which the dam surge hit Chernobyl  as 22.089 hrs UTC and is shown in col. R at row Sr. No. 2. This works out to 22 hrs 5.37 minutes UTC on 25th April 1986. See similar dam related occurrences also at Collaterals of Climate Change by Google search.
 

                                  
Earthquakes around Chernobyl as around the World dance in synchronism with one another as they are caused by the surge waves of water moment unleashed from instant to instant by the instantaneous simultaneous sum of water content changes behind the World's dams. These earthquakes around Chernobyl as well as in the World correlate significantly with World dam capacity and the changes in reservoir contents as a study for the hydrological years 1973-74 to 2013-14  proves. For the 41 years from 1973-74 to 2013-14, the correlation coefficient for annual mean number of earthquakes 650 km around Chernobyl with the sum of annual dam content changes is 0.51, df 39, p 0.00067 and with the World Annual Dam Capacity is 0.59,39,0.00004. The figures for the world earthquakes during this period: 0.949,df 39, p 1.0x10^-21  and 0.962,39, p  3 x 10^-23.
Now have a look at the dirge for the dammed played out by the dams of the world for Chernobyl and the World:






The magnitude of the dam surge that  probably aided  this Chernobyl disaster is a 1 second power surge of 700000 terawatts! See Table below:


The calendar years 1985 and 1986 each was a year of severe dam surges caused by copious rainfall in the India-China region and the World's dams exerted nuclear effect water moment surges and Chernobyl was passing through such a severe phase of stress build up and breakdown into damquakes: Extracts from USGS Significant Earthquakes 1985 and 1986 Reports
http://earthquake.usgs.gov/earthquakes/eqarchives/significant/sig_1985.php and
http://earthquake.usgs.gov/earthquakes/eqarchives/significant/sig_1986.php

August 23 1985 saw a 7.3 MM magnitude major damquake in Southern Xinjiang,China(71 people killed) followed by great 8.1 MM magnitude damquake in Mexico:
SEP 19   13 17 47.3  18.190 N  102.533 W   28    6.8  8.1  1.3  311  MICHOACAN, MEXICO.  Ms 7.9 (BRK), 7.9 (PAS).  
             Mo=1.1*10**21 Nm (HRV).  At least 9,500 people were 
  killed, about 30,000 were injured, more than 100,000 people were left homeless, and severe damage was caused in 
  parts of Mexico City and in several states of central Mexico.  According to some sources, the death toll from 
  this earthquake may be as high as 35,000. It is estimated that the quake seriously affected an area of 
  approximately 825,000 square kilometers, caused between 3 and 4 billion U.S. dollars of damage, and was felt by 
  almost 20 million people.  Four hundred twelve buildings collapsed and another 3,124 were seriously damaged in 
  Mexico City.  About 60 percent of the buildings were destroyed at Ciudad Guzman, Jalisco.  Damage also occurred 
  in the states of Colima, Guerrero, Mexico, Michoacan, Morelos, parts of Veracruz and in other areas of Jalisco.  
The maximum Modified Mercalli intensity was IX at Mexico City, Ciudad Guzman and the Pacific Coast towns of 
  Lazaro Cardenas, Ixtapa and La Union.  Felt reports were received from Mazatlan, Sinaloa to Tuxtla Gutierrez, 
  Chiapas, and as far away as Guatemala City, Guatemala and Houston, Texas.  The quake was also felt at 
  Brownsville, McAllen, Corpus Christi, Ingram and El Paso, Texas.  It was felt very strongly by people on 
  board the ship "Nedlloyd Kyoto" located at 17 35.4' North, 102 36.9' West.  

         Landslides caused damage at Atenquique, Jalisco and near Jala, Colima.  Rockslides were reported along the 
  highways in the Ixtapa area and sandblows and ground cracks were observed at Lazaro Cardenas.

         A tsunami was generated which caused some damage at Lazaro Cardenas, Zihuatenejo and Manzanillo.  Estimated 
  wave heights were 3 meters at Zihuatenejo and 2.8 meters at Lazaro Cardenas.  Tide stations recorded maximum 
  wave heights (peak-to-trough) of 1.4 meters at Acapulco, Mexico; 60 cm at La Libertad, Ecuador; 58 cm at 
  Acajutla, El Salvador; 24 cm at Kahului, Hawaii and at Pago Pago, American Samoa; 22 cm at Hilo, Hawaii; 21 
  cm at Baltra Island, Galapagos; 14 cm at Apia, Samoa; 7 cm at Rikitea, Gambier Islands; and 5 cm at Papeete, 
  Tahiti.  There were some reports, still unconfirmed, that some ships off the Pacific coast of Mexico observed 
  unusually heavy seas up to 30 meters high near the time of the earthquake.  

         Seiches were observed in East Galveston Bay, Texas and in swimming pools in Texas, New Mexico, Colorado and 
  Idaho.  Water well fluctuations were recorded at Ingleside, Texas; Santa Fe, New Mexico; Rolla, Missouri; 
  Hillsborough County, Florida; and Smithsburg, Maryland.

         A large percentage of the buildings which were damaged in Mexico City were between 8 and 18 stories high, 
  indicating possible resonance effects with dominant two-second period horizontal ground accelerations which 
  were recorded in the area.
Sept 21 and Sept 26 1985 also saw major earthquakes(damquakes):

SEP 21   01 37 13.4  17.802 N  101.647 W   31    6.3  7.6  1.2  344  NEAR COAST OF GUERRERO, MEXICO.  Ms 7.2 (BRK), 
             7.5 (PAL).  Mo=2.4*10**20 Nm (GS). Mo=2.5*10**20 NM 
             (HRV).  Additional casualties and damage (VI) in 
             the Mexico City area.  Felt in many parts of central 
             Mexico.  Local tsunami recorded at Acapulco with 
             maximum amplitude (peak-to-trough) of 1.4 meters.  
             Water well fluctuations recorded at Santa Fe, 
             New Mexico.  The focal mechanism is poorly 
             controlled and corresponds to reverse faulting.

SEP 26   07 27 51.1  34.693 S  178.656 W   52 D  6.3  7.0  1.1  448  SOUTH OF KERMADEC ISLANDS.  Ms 7.0 (BRK), 6.8 (PAS), 
             6.8 (PAL).  Mo=2.5*10**19 Nm (GS).  Mo=2.4*10**19 Nm
             (HRV).  Felt on Raoul Island.  Also felt in the 
             eastern and southern parts of North Island and at 
             Christchurch and Dunedin, South Island, New Zealand.

Further major damquakes occurred in November:
NOV 17   09 40 21.2   1.639 S  134.911 E   10 G  6.0  7.1  1.4  179  WEST IRIAN REGION.  Ms 6.9 (PAS), 6.8 (BRK).
             Mo=5.1*10**19 Nm (GS).  Mo=4.9*10**19 Nm (HRV).
             Damage at Manokwari.  Felt strongly in many parts 
             of West Irian.  The focal mechanism is moderately
             well controlled and corresponds to strike-slip
             faulting.

NOV 28   02 25 42.3  14.043 S  166.240 E   33 N  6.0  7.0  1.0  336  VANUATU ISLANDS.  Ms 7.2 (BRK), 6.5 (PAS).
             Mo=2.6*10**19 Nm (GS).  Mo=3.0*10**19 Nm (HRV).
             The focal mechanism is poorly controlled and
             corresponds to normal faulting.

NOV 28   03 49 54.1  13.987 S  166.185 E   33 N  6.3  7.1  1.1  302  VANUATU ISLANDS.  Ms 7.6 (BRK), 6.1 (PAS).
             Mo=3.7*10**19 Nm (GS).  Mo=3.6*10**19 Nm (HRV)
 In December a major damquake:

DEC 21   02 46 33.2  14.092 S  166.654 E   33 N  5.8  6.5  1.1  240  VANUATU ISLANDS. Mo=7.1*10**18 Nm (HRV).
THEN ON APRIL 26 1986(Chernobyl local date) with Mother Earth heavily stressed by damquakes the Chernobyl accident occurred.
Just after the nuclear effect damage in Chernobyl(continuing), Mexico experienced a major 7.0 MM damquake on April 30,1986. This was followed by a 7.7 MM major damquake in Andreanof  Islands,Aleutian Isles on May 7, 7.1 MM major damquake in Papua New Guinea on June 24, a 7.2 MM major damquake on Aug 14 in Molucca passage, on Oct 20 a great 8.1 MM damquake in Kermadec Islands Region, and  a 7.8 MM magnitude damquake in Taiwan on Nov 14, all with significant loss of lives and or damage to infrastructure. Similar to the Narora nuclear effect in 1993, was the event in 2007(July 16) at Kashiwasaki Kariwa of Nuclear effect of the damquakes(continuing) and at Fukushima in  2011(continuing). Note all these were in the Pacific Rim Region.     


The flow exceeded the allowed limit at 01:19. At the same time, the
extra water flow lowered the overall core temperature and reduced the
existing steam voids </wiki/Void_coefficient> in the core.^[30]
<#cite_note-32> Since water also absorbs neutrons (and the higher
density of liquid water makes it a better absorber than steam), turning
on additional pumps decreased the reactor power further still. This
prompted the operators to remove the manual control rods further to
maintain power.^[31] <#cite_note-33>

All these actions led to an extremely unstable reactor configuration.
Nearly all of the control rods were removed, which would limit the value
of the safety rods when initially inserted in a SCRAM condition.
Further, the reactor coolant had reduced boiling, but had limited margin
to boiling, so any power excursion would produce boiling, reducing
neutron absorption </wiki/Neutron_absorption> by the water. The reactor
was in an unstable configuration that was clearly outside the safe
operating envelope established by the designers.

      Experiment and explosion




At 1:23:04 a.m. the experiment began. Four (of eight total) Main
Circulating Pumps (MCP) were active. The steam to the turbines was shut
off, and a run down of the turbine generator began. The diesel generator
started and sequentially picked up loads, which was complete by
01:23:43. During this period, the power for the four MCPs was supplied
by the turbine generator as it coasted down. As the momentum
</wiki/Momentum> of the turbine generator decreased, the water flow rate
decreased, leading to increased formation of steam voids (bubbles) in
the core.

Because of the positive void coefficient of the RBMK reactor at low
reactor power levels, it was now primed to embark on a positive feedback
</wiki/Positive_feedback> loop, in which the formation of steam voids
reduced the ability of the liquid water coolant </wiki/Coolant> to
absorb neutrons, which in turn increased the reactor's power output.
This caused yet more water to flash into steam, giving yet a further
power increase. However, during almost the entire period of the
experiment the automatic control system successfully counteracted this
positive feedback, continuously inserting control rods
</wiki/Control_rod> into the reactor core to limit the power rise.

At 1:23:40, as recorded by the SKALA </wiki/SKALA> centralized control
system, an emergency shutdown of the reactor, which inadvertently
triggered the explosion, was initiated. The SCRAM was started when the
EPS-5 button (also known as the AZ-5 button) of the reactor emergency
protection system was pressed: this fully inserted all control rods,
including the manual control rods that had been incautiously withdrawn
earlier. The reason why the EPS-5 button was pressed is not known,
whether it was done as an emergency measure or simply as a routine
method of shutting down the reactor upon completion of the experiment.

There is a view that the SCRAM may have been ordered as a response to
the unexpected rapid power increase, although there is no recorded data
conclusively proving this. Some have suggested that the button was not
pressed, and instead the signal was automatically produced by the
emergency protection system; however, the SKALA clearly registered a
manual SCRAM signal. In spite of this, the question as to when or even
whether the EPS-5 button was pressed has been the subject of debate.
There are assertions that the pressure was caused by the rapid power
acceleration at the start, and allegations that the button was not
pressed until the reactor began to self-destruct but others assert that
it happened earlier and in calm conditions.^[32] <#cite_note-34> ^:578
^[33] <#cite_note-35>


After the EPS-5 button was pressed, the insertion of control rods into
the reactor core began. The control rod insertion mechanism moved the
rods at 0.4 m/s, so that the rods took 18 to 20 seconds to travel the
full height of the core </wiki/Nuclear_reactor_core>, about 7 meters. A
bigger problem was a flawed graphite-tip control rod design, which
initially displaced coolant before inserting neutron-absorbing material
to slow the reaction. As a result, the SCRAM actually increased the
reaction rate in the lower half of the core.

A few seconds after the start of the SCRAM, a massive power spike
occurred, the core overheated, and seconds later this overheating
resulted in the initial explosion. Some of the fuel rods
</wiki/Fuel_rod> fractured, blocking the control rod columns and causing
the control rods to become stuck at one-third insertion. Within three
seconds the reactor output rose above 530 MW.^[19]
<#cite_note-MedvedevZ-20> ^:31

The subsequent course of events was not registered by instruments: it is
known only as a result of mathematical simulation. Apparently, a great
rise in power first caused an increase in fuel temperature and massive
steam buildup, leading to a rapid increase in steam pressure. This
destroyed fuel elements and ruptured the channels in which these
elements were located.^[34] <#cite_note-36>

Then, according to some estimations, the reactor jumped to around
30,000 MW thermal, ten times the normal operational output. The last
reading on the control panel was 33,000 MW. It was not possible to
reconstruct the precise sequence of the processes that led to the
destruction of the reactor and the power unit building, but a steam
explosion </wiki/Steam_explosion>, like the explosion of a steam boiler
</wiki/Steam_boiler> from excess vapor pressure, appears to have been
the next event. There is a general understanding that it was steam from
the wrecked channels entering the reactor's inner structure that caused
the destruction of the reactor casing, tearing off and lifting the
2,000-ton upper plate, to which the entire reactor assembly is fastened.
Apparently, this was the first explosion that many heard.^[35]
<#cite_note-37> ^:366 This explosion ruptured further fuel channels, and
as a result the remaining coolant flashed to steam and escaped the
reactor core. The total water loss in combination with a high positive
void coefficient further increased the reactor power.

A second, more powerful explosion occurred about two or three seconds
after the first; evidence indicates that the second explosion was from
the core itself undergoing runaway criticality
</wiki/Criticality_accident>.^[36] <#cite_note-Pakhomov2009-38> The
nuclear excursion dispersed the core and effectively terminated the
nuclear chain reaction </wiki/Nuclear_chain_reaction>. However, a
graphite fire was burning by now, greatly contributing to the spread of
radioactive material </wiki/Radioactive_fallout> and the contamination
</wiki/Radioactive_contamination> of outlying areas.^[37] <#cite_note-39>

There were initially several hypotheses about the nature of the second
explosion. One view was, "the second explosion was caused by the
hydrogen </wiki/Hydrogen> which had been produced either by the
overheated steam-zirconium </wiki/Zircaloy> reaction or by the reaction
of red-hot graphite with steam </wiki/Syngas> that produced hydrogen and
carbon monoxide </wiki/Carbon_monoxide>." Another hypothesis was that
the second explosion was a thermal explosion of the reactor as a result
of the uncontrollable escape of fast neutrons </wiki/Fast_neutron>
caused by the complete water loss in the reactor core.^[38]
<#cite_note-40> A third hypothesis was that the explosion was caused by
steam. According to this version, the flow of steam and the steam
pressure caused all the destruction that followed the ejection from the
shaft of a substantial part of the graphite and fuel.

    According to observers outside Unit 4, burning lumps of material and
    sparks shot into the air above the reactor. Some of them fell on to
    the roof of the machine hall and started a fire. About 25 percent of
    the red-hot graphite blocks and overheated material from the fuel
    channels was ejected.... Parts of the graphite blocks and fuel
    channels were out of the reactor building.... As a result of the
    damage to the building an airflow through the core was established
    by the high temperature of the core. The air ignited the hot
    graphite and started a graphite fire.^[19] <#cite_note-MedvedevZ-20>
    ^:32

However, the ratio of xenon radioisotopes </wiki/Isotopes_of_xenon>
released during the event indicates that the second explosion could be a
nuclear power transient. This nuclear transient released 40 billion
joules </wiki/Joule> of energy, the equivalent of about ten tons of TNT
</wiki/TNT_equivalent>. The analysis indicates that the nuclear
excursion was limited to a small portion of the core.^[36]
<#cite_note-Pakhomov2009-38>

Contrary to safety regulations, bitumen </wiki/Bitumen>, a combustible
material, had been used in the construction of the roof of the reactor
building and the turbine hall. Ejected material ignited at least five
fires on the roof of the adjacent reactor 3, which was still operating.
It was imperative to put those fires out and protect the cooling systems
of reactor 3.^[19] <#cite_note-MedvedevZ-20> ^:42 Inside reactor 3, the
chief of the night shift, Yuri Bagdasarov, wanted to shut down the
reactor immediately, but chief engineer Nikolai Fomin would not allow
this. The operators were given respirators </wiki/Respirator> and
potassium iodide </wiki/Potassium_iodide> tablets and told to continue
working. At 05:00, however, Bagdasarov made his own decision to shut
down the reactor, leaving only those operators there who had to work the
emergency cooling systems </wiki/Nuclear_safety_systems>.^[19]
<#cite_note-MedvedevZ-20> ^:44
 

Tuesday, March 5, 2013

SINKHOLES AND DAMQUAKES: THE TAMPA FLORIDA TRAGEDY OF 1 MARCH 2013

To all whom it may concern.
See
http://www.tampabay.com/news/publicsafety/accidents/rescuers-monitor-sinkhole-but-man-still-trapped/1277198
At the time of the tragedy at Tampa Florida an earthquake possibly caused by dams occurred on the same longitude in Panama:
4.6  2013/03/01 04:11:19   6.130   -82.625  10.2  SOUTH OF PANAMA
Hillsborough,Tampa Florida location is 27.95,-82.4572
See
1. Ashok Kumar,R. 2004. Earthquakes Caused by Dams in
The world's dams exert water moment surges at points inside the earth which offer fulcra to the surges. With the dams at substantial amount of water in the reservoirs, they exert enormous water moment and they did so at Panama and at the sinkhole. When water is suddenly consumed from the dams because of various needs, the tight grip on the location is suddenly released resulting in the location sinking!
A neat fulcrum is the deep focus hypocenter. This causes a surge wave of water moments of all the dams combined to be exerted at points like the sinkhole causing the earth to sink in surges resulting in earthquakes and related events like the sinkhole worldwide.
The Fukushima 9.0 great quake was also a dam caused quake.
Please consider leaving a comment so the cumulative effects of modern civilization may be mitigated.
Check out in this connection also:
Collaterals of climate change at http://collateralsofclimatechange.blogspot.in/

DAMS, DEEP FOCUS EARTHQUAKES AND EARTHQUAKE PREDICTION

There is a strong deterministic connection between dam forcing functions, deep focus earthquakes and impending strong, major or great earthquakes.
Link at:

Saturday, November 3, 2012

The North India Hotspots are increasing with All India Dam Capacity

The hotspot cluster in North India near the Himalayas is increasing with All India Dam Capacity.
R. Ashok Kumar,B.E.,M.E(Power), Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road, Nana Chowk, Mumbai-
400007
3 November 2012.
© 2012 Ramaswami Ashok Kumar
The hotspot cluster’s count of number of hotspots increases in direct proportion to dam capacity(Fig 1):
r = 0.916,df=11 and p = 1.11E-5 for the years 2000-2012 for the 48 hour period from 31 October to 2 November. For a longer period 20th October to 5 November also the correlation is highly significant: See Fig.2: r = 0.78, df=11, p = 0.000166.
The count of the number of hotspots(hs) were obtained from the NASA Web Fire Mapper while the annual dam capacity in million cubic meters(MCM) was obtained from the data provided by the World Commission on Dams. See the North India cluster selected in the Web Fire Map below:
Table 1 gives the data for the 2000-2012 All-India annual dam capacity and the corresponding number of hotspots as detailed above.
It may be seen that the relation of the number of hotspots increasing with All India annual dam capacity is extremely significant( r = 0.916, df = 11, p = 1.11E-5).









So expect an earthquake or an earthquake related event here or somewhere in the same longitude band or in related longitude bands: -75, 15, -15, 105,-105, 165,-165 when the dynamic disequilibrium of the dams reaches chaotic proportions. I predict such an event to occur in November 2012. The Pacific Rim and the Andaman NSumatra Bay are also under threat.
This once again confirms the nuclear effect of dams in destabilising infrastructures like the foundations of nuclear stations.
Ref: R. Ashok Kumar.2005. Earthquakes Caused By Dams at
http://earthquakescausedbydams.blogspot.in