Saturday, January 28, 2023

THE WORLD’S DAMS CAUSED THE JANUARY 15 2023 POKHARA AIR CRASH.

THE WORLD’S DAMS CAUSED THE JANUARY 15, 2023 FLIGHT AT 691 POKHARA, NEPAL AIR CRASH.

By RAMASWAMI ASHOK KUMAR, B.E., M.E., NEGENTROPIST, BOMBAY SARVODAYA MANDAL, 299, TARDEO ROAD, NANA CHOWK, MUMBAI-400007.

© 2023 Ramaswami Ashok Kumar


1. The Root cause of the Crash

World dam dynamics caused the crash of Flight No. AT 691 of airplane AT 72-500 operated by Yeti Airlines, Nepal on 15 January 2023 on a flight from Tribhuvan International Airport to New Pokhara International Airport at Pokhara. The airplane took off at 4:47 h UTC and crashed just after 5:12h UTC in between the old and the new airports at Pokhara. Using the data of world dam content changes between 4:42 UTC and 5:13 UTC, the intermediate dam content changes were estimated at the times at which the altitude readings were transmitted by the airplane transponders (Table 1, Fig.7Ch7). In order to test for fidelity of transponder altitude data, the times for traveling these altitudes were calculated using the data for downward accelerations as given in Table 1 derived from the forces applied by the world dam content changes at the times corresponding to the transponder data. It is seen from Table 1 and Fig.8Ch8 that the altitude data are compatible with the times so calculated: As the dam content changes decrease, the sudden forces and sudden heat inputs as measured by the instantaneous sudden rises in temperatures decrease, the times taken for traversing the measured altitudes increase. Hence the transponders are faithfully replicating the sudden changes in pressure which the planes are suddenly subjected to by World Dam Content Changes and which the altimeters use to calibrate the altitude. The altimeter measures confirm the action of the enormous forces suddenly applied on the plane by World dam dynamics varying in time durations from 30 microsecs to hundred and six microseconds, depending on whether the dam forces hit the fuselage(7.6 m) or the wingspan (about 27.05 m) for this aeroplane design (AT 72-500)

2.0 To see how the airplane was caught in the rigid envelope of the earth created by the forces due to the worldwide dam content changes acting through the center of gravity of the water masses behind the dams, see Figure 1 below depicting the World Dam Dynamics in action:



3.0 See Table 1 to visualise the dynamics: The water moment vector given by the line joining Izu Islands earthquake epicentre to the centre of gravity of the water masses of the world’s dams passes from the earthquake at Izu Islands to the next earthquake at Halmahera, Indonesia, it hits the airplane at the various times at which the altitude transmitted by the transponder shows extremely huge values: 4:50Z, 456Z, 5Z and 5:03Z. It results in momentary downward accelerations varying from 442943g to 196688g of the plane lasting from 30 microseconds to 106 microseconds. The energy imparted to the plane if all these were converted to sudden heat inputs would result in sudden momentary (lasting 30 to 100 microsecs) temperature rises varying from 6 billion degrees Kelvin to 2.7 billion degrees Kelvin.

Important observation:

Temperatures of this order would have resulted in chemical reactions with aircraft materials resulting in medical issues incapacitating the pilots as has been reported on several flights(Ref 4). See also comments at Ref 6.

The flight stopped transmitting position data 7 minutes before the last data from the aircraft was received ( Ref 5). The aircraft continued to send altitude, speed, and extended Mode S data until 5:12 UTC. At 5:03 the plane was struck by another wave of energy as indicated by the altimeter showing 30213.41463 m. This corresponded to a sudden downward acceleration of 196688 g's and a bending moment energy corresponding to a sudden temperature input of 2.7 billion degrees Kelvin(Table 1).  2 minutes later at 5:05Z, position data transmittal from the flight stopped. At 5:12 the transponder transmitted an altitude of 876.5244 m AMSL while Pokhara Airport elevation is approximately 823.1707m AMSL.

Looking at the dynamic forces and the energy inputs and the sudden temperature inputs we can unambiguously conclude that World Dam Dynamics is the root cause of the crash. 

 4.0 Similar studies by the author.

A number of airplane occurrences have been similarly established to have been caused by World Dam Dynamics.

See the articles under PERFECT DESIGNS in the online real time book by Ramaswami Ashok Kumar titled My Complete Profile featured in every article by me at “View My Complete Profile”, for example at References 3 and 4 below which also deal with clinching proof of World Dam Dynamics being the root cause of those occurrences dealt with.

 

References.

1. ATR-72-500 Specifications at

https://aerocorner.com/aircraft/atr-72-500/

2. For Tables and Figures See

https://docs.google.com/spreadsheets/d/1KMDPDi_97gOUccdfmalrhFsYVUyFoDr3/edit?usp=share_link&ouid=105333656754945226707&rtpof=true&sd=true

3. Ramaswami Ashok Kumar. 2022. PERFECT DESIGNS: Engine Shutdown in flight: The role of world dam dynamics.

Link:   https://livingnormally.blogspot.com/2022/06/engine-shutdown-in-flight-role-of-world.html

4. Ramaswami Ashok Kumar.2018. PERFECT DESIGNS:  Mystery of the Malaysian MH 370 airliner disappearance solved.

Link:  https://livingnormally.blogspot.com/2018/12/mystery-of-malaysian-mh-370-airliner.html

5.  https://www.flightradar24.com/data/aircraft/9n-anc#2edb480c

6. https://avherald.com/h?article=503c63e9&opt=0

Tables and Figures.




Table 1 Fig 7 Ch 7



Table 1 Fig 8 Ch 8


End of article.

Thursday, January 12, 2023

Bengaluru metro pillar crash and the sinking of Joshimath

The root cause of the Bengaluru Metro Pillar Crash, the sinking of Joshimath and California floods.

By Ramaswami Ashok Kumar, B.E.,M.E.,Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road, Nana Chowk, Mumbai-400007.

Copyright © 2002-2003 Ramaswami Ashok Kumar 

Tilting buildings crash
Falling Metro pillars kill
Storms result in floods
 
To get at the truth
Despecialise your vision
The root cause: World’s dams!

Root cause is the World's dams regarding the following occurrences:

https://www.deccanherald.com/amp/city/top-bengaluru-stories/contrary-to-cms-directive-chief-engineer-in-charge-of-bengaluru-metro-work-not-named-in-fir-1180194.html
And
https://www.thehindu.com/news/national/telangana/csir-ngri-calls-for-multi-layered-geophysical-studies-in-joshimath-to-map-the-shaky-underground/article66368666.ece
And
https://www.google.com/url?sa=t&source=web&rct=j&url=https://apnews.com/article/floods-weather-natural-disasters-landslides-and-mudslides-storms-21b103e791710f4af6ca0ce45c6030b5&ved=2ahUKEwis14jd1sH8AhXrT2wGHfFIDUIQFnoECDsQAQ&usg=AOvVaw2ukV19sPbLDF_PLqEs89A9

In the Bengaluru metro pillar crash,
the steel reinforcement pillars were hit by the forces created by the world’s dams. Simultaneously the forces slightly later or earlier caused the sinking of Himalayan towns Joshimath and Karnprayag and probably elsewhere too, and on the other side of the centre of gravity of the world’s dams caused the killing of at least 19 persons by flooding of Californian towns through storms. What precautions can people take other than reforestation and removal of the dams? See Ramaswami Ashok Kumar. 2021.PERFECT DESIGNS :KEDARNATH OCCURRENCE OF 15TH JUNE to 17 JUNE 2013 WAS CAUSED BY WORLD DAM DYNAMICS.blogspot.
https://livingnormally.blogspot.com/2021/08/the-kedarnath-occurrence-of-15th-june.html?m=1

The markers of the forces which caused these occurrences in January 2023 are the earthquakes caused by dams of the world. There were strong  and major earthquakes prior to these occurrences. See the data on the significant earthquakes giving data by which we derived the magnitudes and rates of change of the dam content changes causing the occurrences:

  1. 7.6Pulau Pulau Tanimbar, Indonesia
    2023-01-09 17:47:35 UTC105.1 km
  2. 7.023 km WNW of Port-Olry, Vanuatu
    2023-01-08 12:32:42 UTC27.7 kmps://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.htmlRe: https://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.htmlRe: https://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.htmlRe: https://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.htmlRe: https://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.html
Re: https://www.deccanherald.com/national/north-and-central/entire-joshimath-may-sink-shows-isro-report-1180612.html

The report indicates that Joshimath sank by 8.9 cm between April 2022 to November 2022. This is caused by a series of dam content changes worldwide which also caused strong and major earthquakes in November 2022. The 5.4 cm sinking in 12 days from 27 December 2022 to 8January 2023 was caused by dam content changes resulting in a major 7 MM earthquake on 8 January 2023. There is nothing more tragic than ignorance in action.This calls for removal of these dams and proper ecologically based diverse reforestation of the world starting now.

Tuesday, December 13, 2022

Zero Covid 19 Policy need not be a Catch 22 situation if the root cause is recognised- The Dams of the World.

AN OPEN LETTER TO THE EARTH RESIDENTS ON THE CANCER OF CANCERS AND PANDAMICS GALORE

By Ramaswami Ashok Kumar, B.E., M.E, Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road, Nana Chowk, Mumbai-400007.

© 2022 Ramaswami Ashok Kumar

Invocation

MS Subbulakshmi- Maye Tvam Yahi-Tarangini-Adi

https://m.youtube.com/watch?v=YHCU9-btPDE&list=RDYHCU9-btPDE&start_radio=1

OPEN LETTER

The open letter is addressed to the earth residents through Mr. Dennis Moraile after the publication of his article in Science claiming a Catch 22 situation in China regarding its Zero COVID 19 Policy. China stopped short of carrying out the policy in full which required also the removal of dams worldwide and ecological reforestation which means restoring the habitat and diversity wherever nature has been devastated. So if the root cause is recognized as being modern civilization and its temples- the dams of the world and deforestation, it need not be a Catch 22 situation.

Dennis Moraile

Shanghai Correspondent, Science


Dear Dennis:

Re:

Models predict massive wave of disease and death if China lifts ‘zero COVID’ policy

Country’s severe approach to pandemic is inflaming the populace, but lifting it carries huge risks

6 DEC 20223:45 PM BY DENNIS NORMILE

https://www.science.org/content/article/models-predict-massive-wave-disease-and-death-if-china-lifts-zero-covid-policy

The way out.

The way out of the catch 22 is to recognise the root cause of this malaise: Dams of the world.

See the trace of the COVID 19 pandAmic from December 2019 and see the proof of dams being the root cause because of disruption of natural processes of life at:

Ramaswami Ashok Kumar. 2020. PERFECT DESIGNS: CORONAVIRUS AND LIFE IN 2020- A Macro Perspective.blogspot 

Link:

https://livingnormally.blogspot.com/2020/03/coronavirus-and-life-in-2020-macro.html

So man must on a war footing, ecologically reforest Mother Earth to Live and simultaneously remove the World’s dams so that life is not disrupted so man along with other creatures still survive in health for a long time to come- not just absence of disease.

See also Science Report today:

https://www.science.org/doi/full/10.1126/science.adg1506?et_rid=40955474&utm_campaign=1stRelease&af=R&et_cid=4522378&utm_medium=email&utm_content=alert&utm_source=sfmc

 The most important thing is to abandon modern civilization as we are living it now and proceed to live in harmony with nature. As Wendell Berry put it, “one must despecialize one’s vision” to see the truth in all its interconnections, if at all possible! Transcending All in the Unknowaball!

Regards,

Ramaswami Ashok Kumar, B.E., M.E., Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road, Nana Chowk, Mumbai-400007.


Saturday, October 29, 2022

Safety of RCC Demolitions and the Air Quality Index. Revisit the AQI for demolitions.

 

Premature demolition of housing societies-2

The Need to Revise the Air Quality Index.


By Ramaswami Ashok Kumar, B. E., M. E., Negentropist, Bombay Sarvodaya Mandal, 299, Tardeo Road,Nana Chowk, Mumbai-400007.

Invocation 

https://m.youtube.com/watch?v=JdoaQ-JNGdE&list=RD31vQFHBhJoQ&index=23


See the USEPA Table below published in its AIRNOW APP:














NOTE THAT ON ACCOUNT OF THE INFINITE BIOLOGICAL EFFECTIVENESS OF URANIUM 238 AEROSOLS OF 1 MICRON SIZE AND LOWER, ALL THE CATEGORIES OF AQI CHANGE FROM THE STATED AQI'S TO HAZARDOUS CATOGORY.

THUS THE PRESENT 153 FOR NAVI MUMBAI ON 29 OCTOBER 2020 at 9AM IST CHANGES FROM UNHEALTHY TO HAZARDOUS FOR RCC DEMOLITIONS:




SUGGESTED ACTIONS

 

NMMC MUST STOP SUCH PREMATURE ONGOING DEMOLITIONS BY APPLYING THE PRECAUTIONARY PRINCIPLE FORTHWITH.

ALL AUTHORITIES CONCERNED INCLUDING MPCB AND MOEF MUST REVISIT THE PREMATURE DEMOLITION OF HOUSING SOCIETIES IN THE MIDST OF YOUNG HOUSING SOCIETIES AND GENERATE DATA.

 

DEMOLITIONS MAY TAKE PLACE FOR ALL HOUSING SOCIETIES OF EQUAL AGE LIKE THE ONE IN VASHI AT SECTOR 17 UPON COMPLETION OF THEIR USEFUL LIFE ONLY.

 

THE RESIDENTS MUST NOT PAY FOR SUCH PROJECTS WITH THEIR LIVES AND INCURRED INVOLUNTARY DAMAGE TO THEIR HOUSING SOCIETIES.


For comparison we show CPCB NATIONAL AIR QUALITY INDEX:


 

Source Reference 3.

References

1. Ramaswami Ashok Kumar.2022. PERFECT DESIGNS: The dangerous urgent issues regarding premature demolition of some buildings within a settled community.blogspot.

 

Link:

https://livingnormally.blogspot.com/2022/10/the-dangerous-urgent-issues-regarding.html

 

2. USEPS APP Airnow.

3. https://app.cpcbccr.com/AQI_India/

Thursday, October 20, 2022

The dangerous urgent issues regarding premature demolition of some buildings within a settled community

 

Issues regarding the ongoing demolition at a Housing Society  Plot

R. Ashok Kumar, 1/13 Telec Officers CHSL, Plot 30, Sector 17, Vashi, Navi Mumbai-400703.

Invocation 

https://m.youtube.com/watch?v=h1zUcEC-gpA

Let the millions of  blows every minute of the demolishing machine of 2000W per hammer drill be replaced by the silent jhade laava khub khub so the Hoolock Gibbons enjoy their territories to the full!

Ongoing demolition without prior consultation with the affected surrounding buildings is going on adjacent to our society premises. This demolition is on 30 year old buildings whose normal life is 100 years whether near the sea or elsewhere. Our societies in the neighbourhood are also some 35 years old and have and extra 65 years to go. This demolition in the midst of settled communities is forcing us to become contaminated with heavy loud vibrations,dust and uranium phantom radioactive pollution having infinite biological effectiveness, with the high risk of us making the supreme sacrifice for the sake of the premature redevelopment. Our building structures are also being seriously affected. Are they causing the demolition of the surrounding structures as well?

Here is an SOS from us on the matter:

1. Health:

The uranium  dust being released by demolition has phantom radioactivity and has enormous affinity for our DNA and sits on the DNA cells emitting fast electrons with infinite biological effectiveness damaging both our somatic and germline cells and hence induces all types of illnesses. This results in our making the supreme sacrifice because of fatal uranium contamination of the body.

We are not prepared to make this supreme sacrifice for the sake of demolition.

2. Irreparable structural damage to adjacent buildings like our housing society. The blows being delivered by the dropping of the heavy chunks of concrete weighing some 9T or more causes some 100000 m/s/s uplift acceleration on 1 kg of our building foundation for about 0.1 sec. This is a vertical acceleration of 10000gs on 1 kg of the foundation for 0.1 sec. That is why we are constantly subject to sudden jolts lifting the building structure.

Because of their demolition I do not want our buildings to be damaged.

The other serious impact on the foundation is the explosive volume increase of the foundation mass because of 1000 blows per minute delivered by each hammer drill being used-each of some 2000W power. Probably 10 drills are being used simultaneously at 10000 blows per minute for 8 hrs. This may ultimately result in building collapse.

The details are in the URL below.

Reference:

https://livingnormally.blogspot.com/2022/09/safety-in-demolishing-rcc-structures.html

Friday, September 30, 2022

Safety in demolishing RCC structures


© 2022 Ramaswami Ashok Kumar

Invocation

https://m.youtube.com/watch?v=OF2QCl3-6BM&list=RDMM31vQFHBhJoQ&index=11 

Demolition of RCC structures requires extraordinary safety features because of Uranium dust. 

1.0 Demolishing RCC Structures creates dangerous radioactive contaminants, like the heavy metal Uranium-238(1). The uranium dust so created enters living beings through lungs, skin. Within settled communities where buildings still have a life of 50y or more, the premature demolition of  little used structures of a housing complex creates impossible conditions where the neighbours have nowhere to go. This is because  the uranium which has an atomic weight of 92  has great affinity for the phosphate backbone of our DNA and binds itself to the DNA. The uranium enhances natural background ionising radiation by the 4th power of the ratio of its atomic weight and tissue. This factor is (92/7.5)^4=22642(2). Thus the background ionising radiation which normally has a value of 2490 microsieverts/year is multiplied by 22642 and becomes 56377473 microsieverts/y, more than  4 orders of magnitude fold! That is 56 Sieverts/y at the uranium location. The uranium converts this enhanced photon energy to photoelectrons which are like beta rays causing damage to the cells at infinite biological effectiveness. Uranium is known to cause cancer in animals and genomic damage at very low concentrations.

ECRR 2010 details  the deadly effects of uranium 238 in chapters 6, 9 and 12.

Apply the precautionary principle and stop such demolitions for which we have to make the Supreme sacrifice.

Haiku on the demo(litio)n 

Say bei bei to life!

You are being bombarded

With uranium 


Uranium with

Infinite effectiveness

Biological


Say bye bye to life

Demolishions persisting

Of homes once lived in


Forcefully destroyed

Involuntarily hit

From body's inside


Ingested and inhaled

Uranium sits on cells

Sending deadly rays!


2.0 Structural safety of adjacent buildings adversely affected.

But health of citizens though the primary concern is not  the only disastrous effect. The health of structures of the neighbouring building complexes is also seriously affected. 

The brief research conducted by me below points out the extremely serious nature of the issue.

Demolition of buildings: The forces on adjacent structures

1. Chunk of concrete falling from the roof.

A chunk of concrete of 2mx2mx1m fell from a height of 18m on to the cement concreted ground of housing(hsg) society A

from  hsg socoety A  under demoliition

adjacent to a housing society B  during redeveloment demolition of the hsg complex A.

The energy with which the chunk of 4 m^3 fell  was mgh= 4m^3* 2273kg/m^3*9.81 m/s/s* 6*3= 1605465.36 Nm

The impulse force on the pavement lasted 0.1s

This was immediately transmitted to the adjacent building B’s  pile foundation

This would at 2000 Joules/kg/DegK cause a shock temperature input of 

802.73268 deg K in 100 millisecs,

The force was mg= 4m^3 x2273kg/m^3*9.81

Force= 89192.52 N.

The acceleration shock input on 1kg of the foundation was Force/mass 89192.52 m/s/s

Thus the buildings would experience an uplift and this was indeed experienced by us in Building No.1

on 18 Oct 2022 in a similar demolishing situation.

Shear modulus is 1.19*10^10= 11900000000 Pa(Ref 3).

Shear stress(SS) when shear modulus is reached is 1.19*10^10 Pa is

SS= Vertical Force/Shear Area 4*2273*9.81/shear area

Shear Area= Vertical Force /SS = 7.49517E-06 m^2.

Let us assume a cube of side l m

Thus 4l 7.49517E-06 or l=

The coefficient of linear expansion of concrete Coefficient of Linear Expansion for concrete is 12 (10^-6 K^-1) (Ref 4).

Change in length = (coefficient of linear expansion) (initial length) (change in temp).

Let us assume a cube of side l m

Thus 4l 7.49517E-06 or l= 1.87379E-06 or 1.8738 microm

New length= 1.89184E-06

New Vol 6.77103E-18


Old Vol of cube= 6.57907E-18


New Vol/Old Vol= 1.029177642


2. Vibrations caused by use of the demolition hammer giving 1000 punches per minute at a maximum input power to the tool of 2000 W per hammer(Ref 5). What is the shock temperature rise developed after 8 hrs in a day at 1 kg of the foundation of hsg society B at 30m mean distance with 10 hammers vibrating simultaneously at the roof of demolition building complex A? Also what is the ratio of the volume of 1 kg of this foundation after the shock input temperature rise compared to that at the commencement of the drilling cum hammering operation?

Force on 1 kg of adj bldg.(B) fndn using hand drills for demolishing houses= 9920000 N

Shear area = Shear Force transmitted to the 1 kg of building of B= Shear Force/Shear Stress= 9920000N/11900000000= 0.000833613 m^2

As before let us assume a cube of length l for the 1 kg foundation.

Shear area =4l.

Thus l = 0.000833613/4= 0.000208403 m.

New length= 12*10^-6*original length*shock input rise in temperature+original length= 0.000580528 m

New Volume of the 1kg foundation= New lenghth^3= 1.95646E-10 m^3.

Original volume of the cube= 0.000208403^3= 9.05137E-12 m^3.

Vibration Vol after shock input temp rise/Vibration  Vol before shock temp rise= 21.61505084

The 1kg of foundation experiences a temperature shock input rise of 148800 Kelvin (See calculations below)

The implications of such a temperature rise and increase of volume of 1kg of foundation  in a highly compressed status are profound. 


The foundation may melt and distort where the huge volume increase of 21 fold may lead to an explosion and fire.




3. Computations of shock input temperature rise of 1 kg of foundation of adjacent building.

High impact performance due to 62 joules of impact energy and 1000 blows per minute 62*1000 62000 J/min


Interval between blows 60/1000 0.06 secs 60 msecs


62000 Joules per min per blow for 8hrs 29760000 Joules

10 drills = 297600000 Joules at 10000 blows per minute for 8 hours.

Temp shock rise per day on a kg of adj building foundation 148800 Kelvin .

Force = Energy/distance of drills in the mean K81/30m = 9920000 N

4. Conclusions.

One should not demolish a building complex which was hardly lived in after a decade or two in the midst of a settled community because of unacceptable health consequences of both the residents and the residential complex. 

5. References 


1. https://www.researchgate.net/publication/224856959_Radiochemical_Pollutants_Concentration_in_Ghanaian_Cement_by_Instrumental_Neutron_Activation_Analysis_and_-Ray_Spectrometry


2. ECRR 2010
https://www.nrc.gov/docs/ML1523/ML15239A858.pdf


3. Shear modulus from
https://www.researchgate.net/figure/Measured-dynamic-elastic-and-shear-modulus-of-concrete-with-compressive-strength-of-226_tbl1_283156335

4. Coefficient of linear expansion of concrete from
www.physicsforums.com/threads/linear-expansion-of-concrete.479881/
Linear Expansion of Concrete | Physics Forums

5. Demolition hammer tool details at
Bosch 061130A000 GSH 27 VC Professional Demolition Hammer, 240 Volts (2000W), Blue
Visit the Bosch Store
Product details
Brand Bosch
Power Source Corded Electric
Voltage 240 Volts
Product Dimensions 81L x 75W x 18H Centimeters
Material Aluminum
Speed 1000 RPM


High impact performance due to 62 joules of impact energy and 1000 blows per minute 62*1000
62000 Joules per min per blow for 8hrs 29760000 Joules
Very low vibration (only 8.5 m/s²) thanks to the decoupled handles and the vibration-reduced hammer mechanism – for a longer trigger time per day
Very long lifetime thanks to high-quality components made of aluminium and steel
Optimum handling: ergonomic handles with softgrip and low centre of gravity for optimum handling
Specifications for this item
Brand Name Bosch
Ean 3165140524322
Global Trade Identification Number 3165140524322
Item Weight 32.0 kilograms
Manufacturer Series Number GSH 27 VC
Material Aluminum
Maximum Power 2000 watts 2000*60 120000 J/min
Model Number 061130A000
Number of Items 1
Part Number 061130A000
Power Source Type Corded Electric
Speed 1000 rpm
Switch Type Trigger Switch
Voltage 240 volts
Wattage 2000.0 watts

Saturday, July 2, 2022

June,July 2022's unspeakable tragedies caused by World Dam Dynamics

 Invocation 

https://m.youtube.com/watch?v=6M98EfjguOo&list=RDMM31vQFHBhJoQ&index=15


Re:

https://www.thehindu.com/news/national/other-states/toll-in-manipur-landslip-rises-many-still-missing/article65592052.ece

https://www.google.com/amp/s/www.indiatoday.in/amp/india/story/another-manipur-landslide-noney-tupul-1969393-2022-07-02

See the full fury unleashed by world dam dynamics resulting unspeakable tragedies:
PERFECT DESIGNS: WORLD DAM DYNAMICS EJECTS A GIANT PROJECTILE FROM RONTI PEAK ON 7 FEBRUARY 2021 CAUSING THE CHAMOLI DISASTER at the link
https://livingnormally.blogspot.com/2021/08/world-dam-dynamics-ejects-giant.html?m=1

This is an unspeakable avoidable tragedy:
https://sandrp.in/2022/07/02/manipurs-ejei-river-blocking-landslide-at-under-construction-railway-line-involved-violations-no-eia-ngt-pending-case/


The landslide brought down a hill, cut off Ejei River. The people of Pongringlong village close to the accident site reportedly heard a loud thundering around 11.30 pm on June 29, 2022, but did not know it was of the hill crashing down in a landslide and blocking the river. it was only early morning on Thursday that they realised that a whole hill (Marangjing) has caved in, cutting off the Ejei river and the under-construction railway track. The river has now opened up a route.[iv]