[P3D] Crack For P3D V4 Generator WORK ☝🏿
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[P3D] Crack For P3D V4 Generator
Not to start an argument, but I would point out that it’s hardly a “mistake” to use XOR-128 because there is a family of secure random number generators based around XOR-128. It’s been used for decades, and most well-known random number generators (e.g., those written by Daniel J. Bernstein) use some variant of XOR-128. Also, there are several reference implementations of L-Epsilon that use XOR-128.
I think this is all wasted time, especially when the PCG based generators are so much more efficient than PCG. For a start, there is a lot less code involved. And the PCG-based generators can make use of predefined functions (e.g., PCG_LT) instead of re-implementing the basic L-series functions, such as PCG_UMINUS and PCG_LATIN. Also, the PCG-based generators are much faster.
The code was 1.5MB. This is very large, even for a simulator. The PCG code is less than 100KB. Its easy to get lost in the PCG, but it’s easy to navigate the code because it’s written in a very transparent way. Looking at the code is also fun, because there is information about the generator .
The US Nuclear Regulatory Commission (NRC) gave the reactor a clean bill of health. However, a year later, cracks were discovered in the containment of the unit 3 reactor. NRC licensees and inspectors started the process of piecing together what had happened to cause the cracks to appear.
On the night of 27 June 1975, there was an explosion in the reactor’s steam generator. An investigation found that the explosion had occurred from a rupture in the concrete containment wall and a loss of pressurised steam. The NRC investigates what has happened. The companies decide how to respond to the investigation.
Of interest, the NRC staff determined that the delamination occurred near the leaking duct between the nuclear unit and the SGR. This is important because the reactor was shut down for several months, implying that the rupture was most likely caused by failure of the material at the interface between the steam generators and nuclear unit. Consider the scenario: During the previous maintenance operation, a worker inadvertently was careless in his removal of the radial clamp used to attach the top of the SGR to the radial flange in the nuclear unit. The clamp he removed at the time was not a part of an approved replacement procedure. He then removed the SGR drive shaft. He also failed to loosen the locking ring that cinches the steam generator to the SGR drive shaft.
Among the most challenging aspects of the repair work are the size and location of the crack in the containment. The crack was about the size of the total area of the containment (except for the water pool) and about 15 feet down (through eight feet of concrete) from the top. Because of the location and size of the crack, it was challenging to make the repair without significantly affecting the integrity of the containment.
Traditionally, cracks in concrete are repaired by grinding them out and filling them with concrete. The flaw in this approach to repairing a crack is that the cleaning action forces the crack to grow rather than shrink.
Because the CGT is installed in one shot — the grout is poured into the crack and set — the crack is kept stable and milled out in the field using a cutting tool or a long-stem grout-blaster equipped with a pipe to remove the grout as it sets.
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