What's Causing Floods Around Kingwood??
What's Causing Floods Around Kingwood??
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>> Here is a very good example:
Impact to townhouses located on the San Jac River in Forest Cove:
2008. 62.80 ft. 0 ft
2016. 61.90 ft. 7 ft
This is an issue that needs to be addressed.
4951
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That bend will do that (over time there would probably be an oxbow form through there from overflow cutting through... its natural delta formation except it's occurring at the head of the lake instead of the bay/coastline. You're not going to stop it bc drains/creeks/etc feeding the rivers will naturally get larger too and put more sediment in the stream systems. Retaining walls & dredging is about the only thing you can do. 4951
I was talking with my parents this past weekend about the topic of flooding along the San Jacinto, and they told me the San Jacinto was bad about flooding, and silty sand bars in 1960! I don't mean FM 1960, I mean the YEAR 1960, as they boated, fished and water skied on the river when they were in high school and after. My dad said that the river was constantly changing where the sand bars and shallow spots were, submerged logs were always an issue, and the water was always sandy. I'm sure the upstream development and businesses haven't helped, but this is not a new phenomenon for the river or Lake Houston. I wonder just how much sand and silt could be dredged out of the lake. I know they periodically dredge parts of the Intracoastal Waterway, and it is extremely expensive. Sometimes they pump the sand to spoil islands and other times they pump it offshore. 4951
I'm no rocket scientist but even I know what's causing all the flooding in Kingwood... RAIN Funny, it never flooded in Kingwood when it didn't rain a lot. DUH!!!!! 4951
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>> Here is a very good example:
Impact to townhouses located on the San Jac River in Forest Cove:
2008. 62.80 ft. 0 ft
2016. 61.90 ft. 7 ft
This is an issue that needs to be addressed.
That bend will do that (over time there would probably be an oxbow form through there from overflow cutting through...
4951
Mother nature will prevail in the end. In the meantime you and I will pay for various projects the Corps of Retired Engineers are doing to "control" natural river systems and you and I will pay for it with federal aid when the levees fail, and they will, ala Katrina. 4951
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>> That bend will do that (over time there would probably be an oxbow form through there from overflow cutting through...
Mother nature will prevail in the end. In the meantime you and I will pay for various projects the Corps of Retired Engineers are doing to "control" natural river systems and you and I will pay for it with federal aid when the levees fail, and they will, ala Katrina.
4951
After reading this thread I too was curious about the bright blue "lake" north of Mills Branch. It seems the property is run by Hallett Materials. According to their web site they "provide stabilized sand, concrete sand and construction sand for Houston and the surrounding areas." I apologize if this is a repeat from an earlier comment. 4951
After reading this thread I too was curious about the bright blue "lake" north of Mills Branch. It seems the property is run by Hallett Materials. According to their web site they "provide stabilized sand, concrete sand and construction sand for Houston and the surrounding areas." I apologize if this is a repeat from an earlier comment.
4951
These sand mining operations brings up another possible concern. They are removing sand and clay from some depth in the ground. In effect, they are creating a void in the ground. If enough material is taken out, ground sinking or sink holes could result. It all depends on how much material they are taking out, how long have they been doing it, and what kind of substrata layers are above their voids. I would think/hope that any problems would remain near their mining operation, but you can't be sure.I'm sure if you go deep enough, you will find rock substrata. When I worked upstream of New Orleans, the ground was even worse than here. We had storage tanks that had settled three feet into the ground. We had a geological survey done to see if it was reasonable to reach a rock layer with piles for a foundation. There were several rock substrata, but they were much too deep for piles. We still used piles but lots more of them and pounded them into the ground until they would not go any further. 4951
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