|
 |
Erosion Control on Beach Outlet
|
| |
DATE:2008-05-31 12:05:00
CLICK:11
|
|
nzo (Civil/Environme)2 Jan 07 23:22 hi, i was wondering if anyone had some advice on erosion control on a beach where a newly constructed ditch/swale will be constructed through sand. the situation is this: a drain pipe will be installed down a bluff
|
|
 |
wire-rock baskets for soil erosion
|
| |
DATE:2008-05-31 12:03:34
CLICK:84
|
|
davereed (Geotechnical)13 Jul 06 12:37 Folks, Is anyone familure, with ,using wire baskets, filled with stone/old concrete, as a retaining wall? The existing cinder block is failing drastically. Also, with the described wire/stone construction, is th
|
|
 |
Civil Engineering References
|
| |
DATE:2008-05-31 12:02:13
CLICK:16
|
|
gomirage (Civil/Environme)25 Mar 04 19:34 Hello Every One, I am look for civil engineering references (books specially). What i really want is where i can get to see the different divices use in the civil world (most water resources). Piping divices,
|
|
 |
Scour Potential near a Spillway
|
| |
DATE:2008-05-30 12:05:46
CLICK:13
|
|
fish1 (Civil/Environme)4 Jan 06 15:09 Hello All, I would like to determine the potential scour depth at the entrance to a fish ladder located near a small dam's spillway.The fishway protrudes into the path of the spillway flow about 9 ft.The structur
|
|
 |
Silt control within river
|
| |
DATE:2008-05-30 12:04:13
CLICK:26
|
|
ChrisL (Civil/Environme)23 Mar 04 15:25 Assigned to a bridge construction project with pile driving within the river.Must contain silt during pile driving operations or be shutdown due to fish breeding season.Any suggestions.Average depth is 6-8 feet
|
|
 |
Silt Fence Installation
|
| |
DATE:2008-05-30 12:01:40
CLICK:31
|
|
udmba (Mechanical)21 Jan 06 21:14 What is the most effecient and effective method for installing silt fence? Are there any reliable silt fence installers in the Dayton/Columbus/Cincy Ohio are? Thanks francesca (Civil/Environme)22 Jan 06 3:05 Check th
|
|
 |
Articulated Concrete Block Revetment
|
| |
DATE:2008-05-25 12:03:26
CLICK:68
|
|
civilengineer01 (Civil/Environme)30 Oct 07 17:40 Is anyone aware of design guidance for articulated concrete block revetments, specifically for installation on a slope (i.e. not open channel applications).I am aware of design using hydraulic stabilit
|
|
 |
Modifying Conduit Outlet Protection
|
| |
DATE:2008-05-25 12:03:06
CLICK:13
|
|
bear26 (Civil/Environme)2 Jan 07 13:27 My situation involves designing a preformed scour hole adjacent to an existing retaining wall. The end of the headwall (just beyong the outfall) is proposed to be tied into to retaining wall. In order to satisfy
|
|
 |
rip rap scour protection design
|
| |
DATE:2008-05-25 12:02:59
CLICK:197
|
|
AChwalibog (Geotechnical)3 Nov 06 8:36 I am looking for a design guide for rip-rap placement downstream of a vertical drop water control structure.I am looking for a design including stone sizing and length and width of the apron to prevent erosion o
|
|
 |
Gabion footings
|
| |
DATE:2008-05-25 12:02:54
CLICK:50
|
|
balerboy (Agricultural)30 Oct 06 3:42 Hello all, This is my first post and any advice would be great! I am a small contractor and have been asked to quote for a retaining wall on a private caravan site next to a lake floodplane, silt at the foot of t
|
|
 |
hydroseeding steep slope
|
| |
DATE:2008-05-25 12:02:02
CLICK:19
|
|
ovittasbargu (Agricultural)6 Jul 05 4:36 Steep slopes ( angle %37 maybe more) major soil type coarse material and topsoil deep 5 cm. no B horizon. hydroseeding. my question is hydroseeding application hows working on this slope. if is no topsoil how
|
|
 |
soil erosion control
|
| |
DATE:2008-05-25 12:01:57
CLICK:17
|
|
ghay (Mining)22 Sep 99 11:37 What is an economical way to control soil loss on constructed earth slopes steeper than 2h:1v? The site is in a vary arid climate. The post mining land use will be grazing and wildlife habitat. FISHNUTZ (Civil)25 Sep 99 1
|
|
|
 |
|
Random recommended |
|
|
| |
 |
|
Related Categories |
|
|
|
Erosion control engineering
|
|
|