Finished – general-protection-engineering.com https://general-protection-engineering.com Thu, 10 Mar 2022 13:57:12 +0000 de-DE hourly 1 https://wordpress.org/?v=6.5.5 https://general-protection-engineering.com/wp-content/uploads/2021/03/cropped-favcon-32x32.png Finished – general-protection-engineering.com https://general-protection-engineering.com 32 32 REDUCE FUKUSHIMA DAMAGES https://general-protection-engineering.com/index.php/2021/03/04/reduce-fukushima-damages-2/ Thu, 04 Mar 2021 14:38:14 +0000 https://general-protection-engineering.com/Neu/?p=243

Reduce Fukushima Damages

The Fukushima accident was caused by a sequence of several events: The exceptionally strong earthquake on March 11, 2011 caused the stop of all nuclear reactors of Japan and the Tsunami development in the sea northeast of Sendai. This Tsunami caused the flooding of Fukushima and destroyed the emergency system with pumps to cool the reactor rods, not the reactors. Due to the overheated reactor rods in zirconium alloy shells these reacted with water and formed zirconium oxide and hydrogen. This gas exploded and caused the destruction of the internal reactor structure and the release of radioactive clouds. There was no alarm system to prevent the hydrogen explosions by its dilution and removal. Then huge amounts of water were applied to cool the interior of the reactor and thus were contaminated with radioactive isotopes and radioactive tritium. The photo shows some of the large containers with water were the radioactive isotopes could be removed, but not the tritium which has a short half-life of 10.4 years. The ocean contains natural tritium formed from cosmic radiation so that the tritium-containing water could be sent to the Kuroshio current of Pacific Ocean without problem: it could not be detected far out in the sea. From “Experiences from the Fukushima Disaster” book chapter of Hans J. Scheel published October 2018 by IntechOpen, London.

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Geothermal Energy https://general-protection-engineering.com/index.php/2021/03/01/geothermal-energy/ Mon, 01 Mar 2021 14:35:17 +0000 https://general-protection-engineering.com/Neu/?p=240

Geothermal Energy

Suppress Earthquakes by Triggering Mini-Earthquakes when Activating the Geothermal Process.

Das ostschweizerische Erdbeben der Stärke 3.5  hat am  20. Juli viele Menschen aus dem Schlaf gerissen und zu einem vorläufigen Unterbruch des Geothermie-Projektes im St. Galler Sittertal geführt. Die geothermische Energie wäre eine umweltfreundliche wichtige Quelle von Elektrizität und Heizwärme für die vom Bundesrat erträumte Energiewende.

Erdbeben werden ausgelöst, wenn eine kritische Spannung in der Erdkruste überschritten und durch das Beben abgebaut  wird. Theoretisch besteht die Möglichkeit, durch das wiederholte Auslösen von Mikrobeben,  zum Beispiel durch starke Vibrationen oder Schallwellen, den Aufbau  der  kritischen Spannung zu verhindern, dies in Analogie zu einem Wassertropfen  an der Windschutzscheibe, der durch Vibration abfliesst, bevor seine  kritische Grösse erreicht wird.

Übersetzt auf St. Galler Erdbeben müssten in der Nähe des Geothermie-Bohrlochs  lange hochdruckfeste Stangen in benachbarte Bohrlöcher ähnlicher Tiefe eingeführt werden, die zu einem festgelegten Zeitpunkt mit  schweren Hämmern oder Gewichten gleichzeitig am oberen Ende geschlagen würden. Als Alternative zum Auslösen von Mikrobeben kämen Explosionen in der Tiefe in Frage. Seismische Messungen erlauben die Optimierung dieses Mikrobeben-Verfahrens, dessen Details aus geophysikalischen Messungen vorgängig abgeschätzt würden. Selbstverständlich muss die Bevölkerung über Zweck und Zeitpunkt der erwarteten  Mikrobeben aufgeklärt werden.

Bei Erfolg müsste dieses Verfahren auch in Basel und an anderen Orten mit Geothermie-Zukunft angewendet werden, wobei eine Kostensteigerung für diese wichtige Bandenergie in Kauf genommen werden muss.                                                            Dr.-Ing. Hans J. Scheel, Pfäffikon (SZ)

Leserbrief  in „MEINUNG & DEBATTE“, Neue Zürcher Zeitung  Nr. 187  Seite 20, 15.8. 2013Das Konzept der Mikrobeben wurde ausführlich am 14.5.2008 dem damaligen Direktor des Erdbebeninstituts ETH Prof. Domenico Giardini (schriftlich bestätigt) und dem neuen Direktor des Schweizer.  Erdbebendienstes ETH Prof. Stefan Wiemer mit Brief vom 22.4.2014 erklärt.

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Stop Flooding from Tsunami, Typhoon and Hurrican https://general-protection-engineering.com/index.php/2021/03/04/stop-flooding-from-tsunami-typhoon-hurrican/ Thu, 04 Mar 2021 14:12:31 +0000 https://general-protection-engineering.com/Neu/?p=226

Stop Flooding from Tsunami, Typhoon and Hurrican

Two earthquakes of magnitude 9.1 caused on December 26, 2004 the Indian Ocean tsunami with 228 thousand fatalities and on March 11, 2011 the Tohoku tsunami with 20’000 fatalities followed by the Fukushima nuclear accident. These catastrophes triggered the study of tsunami books and literature and the invention of submerged vertical barriers.

So far, the classical breakwaters had been built with a sloped heavy foundation and a very heavy caisson on top. However, numerous breakwaters failed. A prominent failure occurred 2011 of the Kamaishi breakwater, built in 31 years at cost of 31 billion USD, six months after it had been celebrated as largest breakwater of the world for the Guinness Book of World Records.

The new vertical walls built in the sea will reflect the tsunami pressure waves, travelling at high speeds of about 750 km per hour, and thus prevent the transformation of their impulse energy to potential energy when approaching the coast and reduced water depth. Thus the rising sea level and resulting waterfronts up to more than 10m height will be suppressed.

Building of such deep walls of typically 20m depth by conventional submarine technology is difficult.  The principle and the erection of submarine walls by relatively simple efficient technologies start with lowering high-strength steel fences with horizontal anchors, or two parallel steel fences with distance holders, into the sea and fixing the fences with rocks or rubble deposited from top. Barriers parallel to the coastline are preferably built as empty cylinder with attached concrete foundation – of 20m to more than 100m length- on land/ in the harbour, transported by floatation to the intended site (in advance prepared by dredging), and then filled with rocks, liquid concrete, grout, sand. These barriers extend above sea level and have concrete walls on top to protect a concrete service and touristic road. The top concrete walls are protected against storm surges by replaceable surge stoppers.

Worldwide, many coastlines, beaches and coastal cities should be protected against flooding from tsunami and tropical storms, especially in view of rising sea level and increasing storm intensity due to climate change. In view of the high construction costs the threatened countries will need the assistance from the World Bank. These barriers protect threatened cities and coastlines also against oil spill and other contamination from the ocean and thus protect flora, fauna and beaches.

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