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Author Topic: 6/2/2016  (Read 29245 times)

FloridaDean

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Re: 6/2/2016
« Reply #135 on: June 02, 2016, 10:56:20 AM »

great site you have here Tony. I especially like the no outside advertising and pop up ads, waiting on the naked women banner still.
Tapatalk provides the ads for him. Unfortunately, no naked women.

Morning, muchachos.
RazMan in the house. woohoo!
Yeah, here to drop my six daily smartass remarks. I miss the good old days when I really had time to banter.
I am on a roll today. most I've posted in a looooong time.
No construction projects or appointments with wimmin today? Are you slacking, or what?
working out of the home office.
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Travellin Dave

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Re: 6/2/2016
« Reply #136 on: June 02, 2016, 10:56:52 AM »

I'm feeling the love this morning.
what did we tell you about walking around with your hand
shoved down in your pants.  :o
He must be going through the tunnel again.
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FloridaDean

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Re: 6/2/2016
« Reply #137 on: June 02, 2016, 11:00:26 AM »

WTF, do the dumbasses not know that heavy rain caused the flooding just as it has done forever when it rains around here?

County launches new study to examine causes of 2015 floods.  About seven months after the devastating floods that killed three people, Travis County is working with a company to study the flooding.
three important things I learned working for NYSDOT in 30 years, applies to Highways and Bridges:
1- drainage
2- drainage
3- drainage
enough said.
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Threebean

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Re: 6/2/2016
« Reply #138 on: June 02, 2016, 11:05:50 AM »

great site you have here Tony. I especially like the no outside advertising and pop up ads, waiting on the naked women banner still.
Tapatalk provides the ads for him. Unfortunately, no naked women.

Morning, muchachos.
RazMan in the house. woohoo!
Yeah, here to drop my six daily smartass remarks. I miss the good old days when I really had time to banter.
I'm still waiting on 3-6 from yesterday.
Here you go:

1. GFY!
2. GFY!
3. GFY!
Much better, Morning Raz.
Bean gave me one yesterday and I luv'd it!
TWSS
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LuvTooGolf

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Re: 6/2/2016
« Reply #139 on: June 02, 2016, 11:06:05 AM »

WTF, do the dumbasses not know that heavy rain caused the flooding just as it has done forever when it rains around here?

County launches new study to examine causes of 2015 floods.  About seven months after the devastating floods that killed three people, Travis County is working with a company to study the flooding.
three important things I learned working for NYSDOT in 30 years, applies to Highways and Bridges:
1- drainage
2- drainage
3- drainage
enough said.
Kinda feels like you've taken that philosopy with you to FL. ;)
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FloridaDean

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Re: 6/2/2016
« Reply #140 on: June 02, 2016, 11:06:52 AM »

A drainage equation is an equation describing the relation between depth and spacing of parallel subsurface drains, depth of the watertable, depth and hydraulic conductivity of the soils. It is used in drainage design.


Parameters in Hooghoudt's drainage equation
A well known steady-state drainage equation is the Hooghoudt drain spacing equation. Its original publication is in Dutch. The equation was introduced in the USA by van Schilfgaarde.

Hooghoudt's equation can be written as:

Q L2 = 8 Kb d (Di - Dd) (Dd - Dw) + 4 Ka (Dd - Dw)2
where:

Q = steady state drainage discharge rate (m/day)
Ka = hydraulic conductivity of the soil above drain level (m/day)
Kb = hydraulic conductivity of the soil below drain level (m/day)
Di = depth of the impermeable layer below drain level (m)
Dd = depth of the drains (m)
Dw = steady state depth of the watertable midway between the drains (m)
L = spacing between the drains (m)
d = equivalent depth, a function of L, (Di-Dd), and r
r = drain radius (m)
Steady (equilibrium) state condition
In steady state, the level of the water table remains constant and the discharge rate (Q) equals the rate of groundwater recharge (R), i.e. the amount of water entering the groundwater through the watertable per unit of time. By considering a long-term (e.g. seasonal) average depth of the water table (Dw) in combination with the long-term average recharge rate (R), the net storage of water in that period of time is negligibly small and the steady state condition is satisfied: one obtains a dynamic equilibrium.

Derivation of the equation
For the derivation of the equation Hooghoudt used the law of Darcy, the summation of circular potential functions and, for the determination of the influence of the impermeable layer, de method of mirror images and superposition.
Hooghoudt published tables for the determination of the equivalent depth (d), because the function (F) in d = F (L,Di-Dd,r) consists of long series of terms.


Crop yield and seasonal average depth of the water table
Determining:

the discharge rate (Q) from the recharge rate (R) in a water balance as detailed in the article: hydrology (agriculture)
the permissible long term average depth of the water table (Dw) on the basis of agricultural drainage criteria
the soil's hydraulic conductivity (Ka and Kb) by measurements
the depth of the bottom of the aquifer (Di)
the design drain spacing (L) can be found from the equation in dependence of the drain depth (Dd) and drain radius (r).

Drainage criteria
One would not want the water table to be too shallow to avoid crop yield depression nor too deep to avoid drought conditions. This is a subject of drainage research. The figure shows that a seasonal average depth of the water table shallower than 70 cm causes a yield depression [4]
The figure was made with the SegReg program for segmented regression.
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razgueado

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Re: 6/2/2016
« Reply #141 on: June 02, 2016, 11:10:06 AM »

great site you have here Tony. I especially like the no outside advertising and pop up ads, waiting on the naked women banner still.
Tapatalk provides the ads for him. Unfortunately, no naked women.

Morning, muchachos.
RazMan in the house. woohoo!
Yeah, here to drop my six daily smartass remarks. I miss the good old days when I really had time to banter.
I'm still waiting on 3-6 from yesterday.
Here you go:

1. GFY!
2. GFY!
3. GFY!
Much better, Morning Raz.
Bean gave me one yesterday and I luv'd it!
TWSS
TNWSSTM
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South Carolina Redfish

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Re: 6/2/2016
« Reply #142 on: June 02, 2016, 11:11:52 AM »

A drainage equation is an equation describing the relation between depth and spacing of parallel subsurface drains, depth of the watertable, depth and hydraulic conductivity of the soils. It is used in drainage design.


Parameters in Hooghoudt's drainage equation
A well known steady-state drainage equation is the Hooghoudt drain spacing equation. Its original publication is in Dutch. The equation was introduced in the USA by van Schilfgaarde.

Hooghoudt's equation can be written as:

Q L2 = 8 Kb d (Di - Dd) (Dd - Dw) + 4 Ka (Dd - Dw)2
where:

Q = steady state drainage discharge rate (m/day)
Ka = hydraulic conductivity of the soil above drain level (m/day)
Kb = hydraulic conductivity of the soil below drain level (m/day)
Di = depth of the impermeable layer below drain level (m)
Dd = depth of the drains (m)
Dw = steady state depth of the watertable midway between the drains (m)
L = spacing between the drains (m)
d = equivalent depth, a function of L, (Di-Dd), and r
r = drain radius (m)
Steady (equilibrium) state condition
In steady state, the level of the water table remains constant and the discharge rate (Q) equals the rate of groundwater recharge (R), i.e. the amount of water entering the groundwater through the watertable per unit of time. By considering a long-term (e.g. seasonal) average depth of the water table (Dw) in combination with the long-term average recharge rate (R), the net storage of water in that period of time is negligibly small and the steady state condition is satisfied: one obtains a dynamic equilibrium.

Derivation of the equation
For the derivation of the equation Hooghoudt used the law of Darcy, the summation of circular potential functions and, for the determination of the influence of the impermeable layer, de method of mirror images and superposition.
Hooghoudt published tables for the determination of the equivalent depth (d), because the function (F) in d = F (L,Di-Dd,r) consists of long series of terms.


Crop yield and seasonal average depth of the water table
Determining:

the discharge rate (Q) from the recharge rate (R) in a water balance as detailed in the article: hydrology (agriculture)
the permissible long term average depth of the water table (Dw) on the basis of agricultural drainage criteria
the soil's hydraulic conductivity (Ka and Kb) by measurements
the depth of the bottom of the aquifer (Di)
the design drain spacing (L) can be found from the equation in dependence of the drain depth (Dd) and drain radius (r).

Drainage criteria
One would not want the water table to be too shallow to avoid crop yield depression nor too deep to avoid drought conditions. This is a subject of drainage research. The figure shows that a seasonal average depth of the water table shallower than 70 cm causes a yield depression [4]
The figure was made with the SegReg program for segmented regression.
Would have been much simpler to simply state that Every Plumber Knows Shit Don't Run Uphill.
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razgueado

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Re: 6/2/2016
« Reply #143 on: June 02, 2016, 11:11:54 AM »

A drainage equation is an equation describing the relation between depth and spacing of parallel subsurface drains, depth of the watertable, depth and hydraulic conductivity of the soils. It is used in drainage design.


Parameters in Hooghoudt's drainage equation
A well known steady-state drainage equation is the Hooghoudt drain spacing equation. Its original publication is in Dutch. The equation was introduced in the USA by van Schilfgaarde.

Hooghoudt's equation can be written as:

Q L2 = 8 Kb d (Di - Dd) (Dd - Dw) + 4 Ka (Dd - Dw)2
where:

Q = steady state drainage discharge rate (m/day)
Ka = hydraulic conductivity of the soil above drain level (m/day)
Kb = hydraulic conductivity of the soil below drain level (m/day)
Di = depth of the impermeable layer below drain level (m)
Dd = depth of the drains (m)
Dw = steady state depth of the watertable midway between the drains (m)
L = spacing between the drains (m)
d = equivalent depth, a function of L, (Di-Dd), and r
r = drain radius (m)
Steady (equilibrium) state condition
In steady state, the level of the water table remains constant and the discharge rate (Q) equals the rate of groundwater recharge (R), i.e. the amount of water entering the groundwater through the watertable per unit of time. By considering a long-term (e.g. seasonal) average depth of the water table (Dw) in combination with the long-term average recharge rate (R), the net storage of water in that period of time is negligibly small and the steady state condition is satisfied: one obtains a dynamic equilibrium.

Derivation of the equation
For the derivation of the equation Hooghoudt used the law of Darcy, the summation of circular potential functions and, for the determination of the influence of the impermeable layer, de method of mirror images and superposition.
Hooghoudt published tables for the determination of the equivalent depth (d), because the function (F) in d = F (L,Di-Dd,r) consists of long series of terms.


Crop yield and seasonal average depth of the water table
Determining:

the discharge rate (Q) from the recharge rate (R) in a water balance as detailed in the article: hydrology (agriculture)
the permissible long term average depth of the water table (Dw) on the basis of agricultural drainage criteria
the soil's hydraulic conductivity (Ka and Kb) by measurements
the depth of the bottom of the aquifer (Di)
the design drain spacing (L) can be found from the equation in dependence of the drain depth (Dd) and drain radius (r).

Drainage criteria
One would not want the water table to be too shallow to avoid crop yield depression nor too deep to avoid drought conditions. This is a subject of drainage research. The figure shows that a seasonal average depth of the water table shallower than 70 cm causes a yield depression [4]
The figure was made with the SegReg program for segmented regression.
Figures that the Dutch would perfect drainage equations. Most of the damn country is below the waterline.
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FloridaDean

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Re: 6/2/2016
« Reply #144 on: June 02, 2016, 11:16:54 AM »

phone needs charging. gotta find my tablet and a cigar.
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Travellin Dave

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Re: 6/2/2016
« Reply #145 on: June 02, 2016, 11:21:52 AM »

phone needs charging. gotta find my tablet and a cigar.
Why don't you put on a new pot while you're up.
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Travellin Dave

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Re: 6/2/2016
« Reply #146 on: June 02, 2016, 11:22:27 AM »

WTF, do the dumbasses not know that heavy rain caused the flooding just as it has done forever when it rains around here?

County launches new study to examine causes of 2015 floods.  About seven months after the devastating floods that killed three people, Travis County is working with a company to study the flooding.
three important things I learned working for NYSDOT in 30 years, applies to Highways and Bridges:
1- drainage
2- drainage
3- drainage
enough said.
We talking sinuses?
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FloridaDean

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Re: 6/2/2016
« Reply #147 on: June 02, 2016, 11:24:37 AM »

phone needs charging. gotta find my tablet and a cigar.
Why don't you put on a new pot while you're up.
brewing.
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razgueado

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Re: 6/2/2016
« Reply #148 on: June 02, 2016, 11:33:16 AM »

phone needs charging. gotta find my tablet and a cigar.
Why don't you put on a new pot while you're up.
brewing.
Thanks. You got some Bailey's to go with?
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South Carolina Redfish

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Re: 6/2/2016
« Reply #149 on: June 02, 2016, 11:38:30 AM »

Sheesh, I am ready to call it a damn day and head to the house for some more retirement practice.
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