.
.
cntw1953,
The actual figures are: 35 meters of elevation differential, in 20 km².
But the main question is: What kind of problems we would incur into, if we decide to allow a slope of 1% or 2% along any direction? Up to the moment, I can't visualize any. Most of the buildings or facilities...
cntw1953,
The problem with the knowledgeable/experienced persons is that, in general, they can't produce better answers than "It has always been done like that". Believe me that I am always trying to understand from their experiences. The problem is that they usually can´t answer to questions...
BigInch,
Thank you for your reply, but the primary reason for considering landform grading is exactly the search for minimum earthwork. It is not just a question of balancing cut and fill, but also of minimizing their amount. With some exceptions, I don't think that process facilities will lie...
Hi, gentlemen,
My company is going to set up a big oil refinery in Brazil. The selected site has a total area of 20 km². The plant layout covers roughly 70% of this area. Natural topography has elevations between 15 meters and 50 meters. The company has recently contracted basic and detailed...
Hi, gentlemen,
My company is going to set up a big process plant in Brazil. The selected site has a total area of 20 km². The plant layout covers roughly 70% of this area. Natural topography has elevations between 15 meters and 50 meters. The company has recently contracted basic and detailed...
Hi, gentlemen,
My company is going to set up a big process plant in Brazil. The selected site has a total area of 20 km². The plant layout covers roughly 70% of this area. Natural topography has elevations between 15 meters and 50 meters. The company has recently contracted basic and detailed...
