Find information about NRCS career opportunities. Figure 3. The pond should be placed so that a viewer will see the water first before noticing the dam, pipe inlet, or spillway.
Pond Design - Iowa Department of Natural Resources %754A754A754A754A754A754A754A754A754A754A754A754A754A754A754A
Notes for the Spillway-Syphon Systems. It works well to lower pond levels. When a landowner is looking to sell his or her land, the goal is to appeal to the right buyer and settle on an agreeable price. %6699CC6699FF66CC0066CC3366CC6666CC9966CCCC66CCFF66FF0066FF33
Barry W. Smith |Originally published in GameKeepers: Farming for Wildlife Magazine. Typical section of an excavated pond (not to scale). Our pond siphon systems come in many different pipe diameter sizes and must be custom fitted to your pond or lake depending upon the size/acreage of your pond or lake and how much water shed or live running water you have coming into your body of water. Attention International Customers: If your items are to be shipped internationally, please call 1-888-LANDCARE to place your order. Private ponds and lakes can be used for recreation, fishing, hunting, boating, swimming and other water sports. %7D7D7DA8A8FD64FF275227527D52F87D27522752277D2727275227525252
Our pond siphon systems can even be retrofitted into older existing ponds as well. This pipe can be buried in the backside of the dam so that the area can be mowed with a tractor and bush hog. %757551757575517575755175757551757575517575755175757551757575
NRCS Publications - Item Detail - USDA %7D527DFF7D7D7DFD05A87D7D52A8A8FD047DA87D7D7DFF7D7D7DA87DA8A8
To subscribe, click here. I knew this vest would be special. Applications for NRCS conservation programs are ranked and funded at key times throughout the year. %FF7D7D7D84A8837D8483A8A8AE7DA8FD3DFF27FFA8A8FFFF7D7C4A754A75
%7D5227277DA8FD0CFFA8A87DA8527DA8A87DFFFFA87D7D7DA87DFD07A87D
New Turkey Vests Nomad Bull Lounger Turkey Vest $250 This turkey vest is highly adjustable (14. (H
bT\4 -`F@i c "CH61o16FSpc3{?P#1\0L3 +O&hoP n1'5b@h5 The discharges which it has to carry are 0.72 cu.m./sec., 0.31 cu.
12" siphon system - Pond Boss Forum %522752527D277D27525227277D2727F8525252277D2752272752FD0EFFA8
An excavated pond is usually the most expensive type of pond to construct on a per-acre basis. %550000005500000055555555770000007700000077777777880000008800
nrcs pond siphon designnrcs pond siphon designnrcs pond siphon design Built the fence at least 60-100 feet from the pond edge. Ponds-Planning, Design, Construction. %FFFD057DA87DA87DA8A8FD057DA8A87D7DA8A8A8FFA8A87DFD0CFFA87D52
%754A7551754A7551754A7551754A7551754A7575A8A8A1A7FD27FFFD11F9
One way to minimize erosion is to design a flatter channel slope to reduce the velocity of the flow. rigated systems supplied by siphon tubes or gated pipe range between 30 and 40 percent, with effi-ciencies of 50-60 percent possible with excellent management. %FF7D7CA7FD15FFA8FD22FFFD26F90355A8CF7C754A204A754A754A754A75
The site is secure. nrcs pond siphon designcarway us border crossing hours.
Inverted Siphon For Storm Pipe - Storm/Flood engineering - Eng-Tips Siphoning action begins when the air in the siphon tube has been exhausted. Ponds constructed in woods should have the cleared limits irregularly shaped to provide a natural-appearing edge and open area. %FFA8A8FFFFFFA8FFA8FFFFFFA8FFFFFFA8FD05FFA8FFFFFFA8A8A8FD07FF
%7DA8527D527D52A8FD33FF27522727527D5227527DF82727527D527D5227
It will drop water levels by about 2 or 3 feet. For more information on managing ponds for fishing, see Extension publication ANR-0577, Management of Recreational Fish Ponds in Alabama.. a larger standpipe and bell siphon is necessary to drain it. (378). Water adds variety to a landscape and further enhances its quality. Limited access for cattle at a planned location (watering ramp) can be provided; however, the best alternative is to fence cattle entirely out of the pond and provide water by gravity flow or pump into a trough or tank. %27F82727527D7D52FD052752F8272727A85227FD04527D2727F8A8F82752
PDF Ponds Planning, Design, Agriculture Construction Conservation %%+ 0 0 0 (New Color Swatch)
%5F3A83345F845F3A833AAE838A5F5F345FFD0DFFFD22F90355A8CF7C754A
Looking for a particular employee of NRCS? %1D2BF92B7EFFA8A126FD047576757C76A07CA17CA1A1A8A7CAA8A8A8FFA8
%A87DA852A87D7D7DA8A8FD067DFF7D5252A87DA8527DA87D7DA87D7DA8FD
The sliding weight is used to adjust the effective weight of the plug.
%35754A75A1FF7DA7FD29FFFD13F92B7ECF7E2B03284A7551754A7551754A
%000088888888AA000000AA000000AAAAAAAABB000000BB000000BBBBBBBB
nrcs pond siphon design nrcs pond siphon design %A87DA87DA87DA8A87D7DA8A8A87DA87D7D527DA8A87D7D7DA87DA87DFF7D
%754A7551754A7551754A7551754A7551754A7551754A7551754A7551754A
%FDFCFFFDFCFFFDFCFFFDFCFFFDDEFFA87DA8FFA8FFA8FF7D7DFFA87DA8A8
%A8527D27F8FD0427F852522752F852277DFD0DFF7DA8A8A87DA87DA87D27
%4AA0FD0BFF4A7551754A7551754A7551754A7551754A7551754A7551754A
The lake side of the pipe is angled toward the bottom to a depth that allows the water from the bottom of the lake to be drawn off during times of high water.
nrcs pond siphon design - brainnovation.be Our natural resource conservation programs help people reduce soil erosion, enhance water supplies, improve water quality, increase wildlife habitat, and reduce damage caused by floods and other natural disasters. Our State Offices Directory provides contact information for NRCS State Office Representatives. %7551754A7551754A7551754A7551754A7551754A7551754A7551754A7551
PDF Building or Renovating a Pond in Georgia A Pond Guide for Citizens Pond Dam Piping, Ltd. - Complete Pond Systems The intake in the pond should have a strainer and be located to ensure a supply of water during drought conditions. And check out our guide to best turkey guns and ammo for this season . The spillway design consists of a pipe through the dam, the bottom of the pipe is at normal pool elevation. Click on image to enlarge.
Carter Ponds Rehabilitation (2008) Tom Carter Montana DNRC The recommended ratio of bell siphon size to drain is 2:1; that is, the diameter of the pipe used to build the bell siphon should be twice that of the standpipe (e.g., if the standpipe is 2 . The spillway should also be kept clear of structures as well. %277D2752527D2752F8525252275252277D7D5227F852527D2727F827527D
%FF277D2727FD05527D27277D7D2752275227275252275227522752522752
The Conservation Reserve Program (CRP) provides a yearly rental payment to farmers who remove environmentally sensitive land from agricultural production and plant species that will improve environmental health and quality. Then determine the pipe diameter needed for the required flow capacity. Provides assistance to agricultural producers to address natural resource concerns. NOTICE - National conservation practice standards should not be used to plan, design or install a conservation practice. 2023 by the Alabama Cooperative Extension System. %A8FD057DA8FD0CFFA8A87D7D52A8527DA8FD057DA8A87DA87D7D7DA87DA8
Totally agree with posts above. In this standard, NRCS defines ponds constructed by the first method as embankment ponds, and those The biggest portion of the pipe in our siphon system can be hidden underground along the very top portion of the dam where there is virtually no chance of leakage ever.
Self Cleaning Trash Screens for Irrigation Water %%+ 1 1 0 (Global Yellow)
%7DA8A87D7D7DA87D7DA87D7D7DA8527DA87DA87D7D7DA8A87DA8A8FFA852
%5175757551757575517575755175757526517575757C76A8AFFD0CFF4A75
john maura smith ranch homes nrcs pond siphon design. nrcs pond siphon design. %4A7575754A7575754A7575754A7575754A7575754A7575754A7575754A75
A trash rack must be placed on the riser pipe to keep floating debris from clogging the pipe system. Pond Building: A Guide to Planning, Constructing & Maintaining Recreational Ponds, ANR-1114, Pond Building: A Guide to Planning Constructing & Maintaining Recreational Ponds, Grass Carp (White Amur) Producers and Dealers, Alabama %4A754A754A754A754A754A754A754A754A754A754A754A754A754A754A75
Carter Pond History. %517575755175757551757575517575755175757551757575517575755175
%4A754A754A754A504A754A51207551A8A87D76FD0DFFA8FFFFFFA8FFFFAE
HWko)~X)Qp *W';*kb&1={_gf lr_l>
OEG~,,% R. Helps private and tribal landowners, land trusts, and other entities protect croplands and grasslands on working farms and ranches. %4A754A754A754A754A754A754A754A754A754A754A754A754A754A754A75
%FD0CFFA8FD1AFFC9CAFD7CFFCFBAC0BAC8FD7BFFC1BABAC0BAC9FD4DFF27
%7DA8527D52A87DFFA87D7DA8527D527D7DA87D7D7DA852FD057D52A8527D
%A8FD1EFFA8A8FD1DFFA8A8FD0DFFA8FD04FFA8A8A8FFFF7DFD07FF7DA8FF
It will then siphon until the water reaches point E. Pond Siphon System georgialandsales.com Find more information on how to apply for NRCS conservation programs. Typical cross section of dam along center line of principal spillway (not to scale). jO 4#`.pCl6AD.anjA6M7! Cattle should be fenced out of the pond and off the dam. %4A754A754A754A754A754A754A757DFD19FFA8522E52527D2E7D2D7D5884
%%EndData
%047D5252A8FD057DA852A8527D52A8527D527D7D7D52527DA87D7D52FD04
%7D52A8A87DFD04A87D527D7D527D7DA87D7D527D7DFD1CFF5252277D2752
nrcs pond siphon design.
Pond (No.) (378) Conservation Practice Standard nrcs pond siphon design This type of pond is best suited for areas with slightly to moderately rolling topography. %754A75A8FD09FF754A7575754A7575754A7575754A7575754A7575754A75
Improperly installed siphon spillway - Pond Boss Forum The actual size of the principal spillway pipes and the emergency spillway width and elevation should be determined using approved design techniques and by qualified individuals. %AI9_Flatten: 1
Attach a concrete counterweight of the appropriate size to the base of the riser to counteract buoyancy. %7DA87DA87DA87DA87DA8A8A852A87DA87DA87D7D7DFFFD057DFF7D7D7DA8
Natural Resources Conservation Service . %754A754A754A754A754A754A754A754AA1A8A776A8FD06FFAEFD05FFA8FD
Therefore, old growth and mature hardwoods, which provided cavities for wood duck nesting, are decreasing. %51754B7551754B7551754B7551754B7551754B7551754B7551754B755175
%757575517575755175757551757575517575755175757551757575517575
Website by PCBest. %517575755175757551757575517575755175757551757575517575755175
Hunting rabbits is a great time and great foundation to introduce folks to the hunting lifestyle. %277D52FD5AFF7D527D7D52527DF85252FFA82752277D277D27277D525252
The Sentinel Landscapes Partnership is a coalition of federal agencies, state and local governments, and nongovernmental organizations that work with private landowners. Copyright 2019-2023 Pro Pond Solutions. Conservation Practice Name (Units) (Code) (Date Issued). While we recommend smooth steel, PVC, or aluminum for the barrel through the dam and not the corrugated pipe shown here, this picture does show the anti-seep collar designed to reduce leakage around the pipe. %F9032B7EFF7D754A754A754A754A754A754A754A754A754A754A754A754A
is pepperoni processed meat; pictures of yin yang tattoos. %AI3_DocumentPreview: None
A detailed guide of everything you want and need to know about fish. Download the national conservation practice standard document and supporting documents forPond (No.) %%HiResBoundingBox: 57 30.2002 758.6357 730.2959
Chapter 50 Earth Spillway Design - USDA To find these documents at the local level, visit our Field Office Technical Guide website, Conservation Practice Standards Information, Conservation Effects Assessment Project (CEAP), View All Education and Teaching Materials, Pond (No.) %AI12_CMSettings: 00.MS
Stay updated on the latest news and stories from NRCS and other USDA topics. %754A754A754A754A754A754A754A754A754A754A754A754A754A754A754A
ponds when there is room to place a tank below the dam and the area is well drained. Then reinstall the top T cap and tighten. The technical resources and references NRCS provides uses science-based technology to aid conservation planning and benefit soil, water, air, plants, and animals for productive lands and healthy ecosystems. Natural Resources Conservation Service CONSERVATION PRACTICE STANDARD POND CODE 378 (no) DEFINITION A pond is a water impoundment made by constructing an embankment, by excavating a dugout, or by a combination of both. SWCD Dry Hydrant Fact Sheet and Homeowner Mini Grants Dry Hydrant Diagram NRCS Technical Description %525252272752FD042752525227275227F85252F8275227F85227F8277DFD
rudy francisco rifle analysis / ford employee profit sharing 2022 / nrcs pond siphon design. For field measurements a transparent hose acting as a siphon, as illustrated below, will be found useful. %A8A8CAA8FD21FF2D5274C098752D522D582D522DA8FD3FFFA8FD04FFA8A8
Assume a Cd value of 0 when applying the orifice equation for the siphon spillway capacity. (ii) Volute siphon spillway. Where possible, locate the pond (or the house) so that the major sight line crosses the longest dimension of water surface. It is relatively simple to manually start the siphon by simply capping the discharge pipe and pumping the backside of the siphon full of water through the fitting above the vent pipe, see diagram for details.
Pond Design and Layout - Alabama Cooperative Extension System We use draw downs for management purposes during the early fall. I like to use a four inch vent pipe on most of my siphons, says Ager, and on a 10- or 12-inch siphon I put a T on the intake and run 3 feet of pipe on each side to decrease the size of the vortex. %FFFFA8FD0BFFA8A8FD12FFA8FD07FFA8FD18FFA85227277D27F8FD04527D
%A8FFFF7DFFFFA8A8FFA8FFA8FFA8FFFFFFA8A8FFFFA8A8FFA87DA8A8A8FD
All Technical Resources & References. %754A754A754A754A754A754A754A754A754A754A754A754A754A754A754A
%6666006666336666666666996666CC6666FF669900669933669966669999
Pond Piping - Don't Let it just Sit There! - American Sport Fish My question is, will a 12 siphon be enough for my lake? almost guaranteed, they will fill up with sediment at the worst possible time. One types of saddle siphons. Generally, the steeper the slope of the pond site, the smaller the pond that can be constructed. Find information about NRCS National Programs and Centers. %A7FD18754A2651754AA1FFA876A8FD0AFF835F5F5F5E895F5F11AE3A5F5F
Please let us know if you have accessibility needs. Learn about the information provided in conservation practice standards and supporting documents, such as overviews, worksheets, and network effects diagrams. Many of those lakes have had problems with deteriorating risers that leak and prevent the lake from maintaining a water level. %23FFFD1DF92BA9AFA8757574FD27754A7CA8FF7CA7FD2FFFFD1BF92BA8FF
illinois watercraft title transfer . %51754A7551754A7551754A7551754A7551754A7551754A7551754A755175
In no particular order, heres a look at the best new hunting bows for 2023. Brings together partners and producers to protect wetlands.
63rd Street lines - Wikipedia In Nebraska, dams are classified by their size and their hazard potential. %F827527D522752FD08FFA8FF7D7DA87D7DA8A8A87D7D7DA87DA8527D7DA8
Offers assistance to communities to address watershed resource concerns. No valves to open or close ever again! Land grading to eliminate low spots reduces local overirrigation and raises effi-ciency by about 5-10 percentage points. Typical cross section of dam along centerline of principal spillway (not to scale). %AI9_OpenToView: -61 624 1 1266 591 26 0 0 17 116 0 0 1 1 1 0 1
NRCS delivers science-based soil information to help farmers, ranchers, foresters, and other land managers effectively manage, conserve, and appraise their most valuable investment the soil. Whether you need a new decoy, a new pot call, a new face mask, or shirt, there'll be something here for you. Helps producers identify conservation objectives and a roadmap for conservation on their operation. %00FF9900FFCC3300003300333300663300993300CC3300FF333300333333
%7DFF7DA8FD047DA87DA8FD047DA87DA8FD057D527DA87DA852A87D7D52A8
%FD047D52527DA852A8527D7D7DA8A8A87D527D7DA8A8FD047DA8FD087DA8
The area around the trough should be protected from erosion using either concrete or geotextile filter fabric and crushed stone. %2752F8277D525252F85227272752F852277D272752FD09FF7D7DA87DA8A8
You can drive over it, mow over or do all the things you would normally do around a pond without a single thought of damaging it. 1 0 obj
<<
/CreationDate (D:19970730113559)
/Producer (Acrobat Distiller 3.0 for Power Macintosh)
/Keywords ()
/Subject (628 ch 50)
/Creator (Adobe PageMaker 6.5)
/Title (628 ch 50)
/Author (Mary)
/ModDate (D:19970801102735)
>>
endobj
2 0 obj
<<
/Type /Page
/Parent 66 0 R
/Resources 60 0 R
/Contents 59 0 R
/Thumb 138 0 R
>>
endobj
3 0 obj
<<
/Dest [ 2 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 577 563 591 ]
/Border [ 0 0 0 ]
>>
endobj
4 0 obj
<<
/Type /Page
/Thumb 170 0 R
/Resources 114 0 R
/Contents 113 0 R
/Annots [ 3 0 R 5 0 R 6 0 R 7 0 R 9 0 R 10 0 R 11 0 R 13 0 R 14 0 R 15 0 R
17 0 R 18 0 R 19 0 R 21 0 R 22 0 R 23 0 R 25 0 R 27 0 R 28 0 R 29 0 R
30 0 R 32 0 R 33 0 R 34 0 R ]
/Parent 66 0 R
>>
endobj
5 0 obj
<<
/Dest [ 2 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 548 563 565 ]
/Border [ 0 0 0 ]
>>
endobj
6 0 obj
<<
/Dest [ 2 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 534 563 548 ]
/Border [ 0 0 0 ]
>>
endobj
7 0 obj
<<
/Dest [ 2 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 520 563 534 ]
/Border [ 0 0 0 ]
>>
endobj
8 0 obj
<<
/Type /Page
/Parent 66 0 R
/Resources 68 0 R
/Contents 67 0 R
/Thumb 140 0 R
>>
endobj
9 0 obj
<<
/Dest [ 8 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 505 563 520 ]
/Border [ 0 0 0 ]
>>
endobj
10 0 obj
<<
/Dest [ 8 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 477 563 493 ]
/Border [ 0 0 0 ]
>>
endobj
11 0 obj
<<
/Dest [ 8 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 463 563 477 ]
/Border [ 0 0 0 ]
>>
endobj
12 0 obj
<<
/Type /Page
/Parent 66 0 R
/Resources 70 0 R
/Contents 69 0 R
/Thumb 142 0 R
>>
endobj
13 0 obj
<<
/Dest [ 12 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 448 563 463 ]
/Border [ 0 0 0 ]
>>
endobj
14 0 obj
<<
/Dest [ 12 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 420 563 436 ]
/Border [ 0 0 0 ]
>>
endobj
15 0 obj
<<
/Dest [ 12 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 405 563 420 ]
/Border [ 0 0 0 ]
>>
endobj
16 0 obj
<<
/Type /Page
/Parent 66 0 R
/Resources 72 0 R
/Contents 71 0 R
/Thumb 144 0 R
>>
endobj
17 0 obj
<<
/Dest [ 16 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 391 563 405 ]
/Border [ 0 0 0 ]
>>
endobj
18 0 obj
<<
/Dest [ 16 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 362 563 379 ]
/Border [ 0 0 0 ]
>>
endobj
19 0 obj
<<
/Dest [ 16 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 348 563 362 ]
/Border [ 0 0 0 ]
>>
endobj
20 0 obj
<<
/Type /Page
/Parent 66 0 R
/Resources 74 0 R
/Contents 73 0 R
/Thumb 146 0 R
>>
endobj
21 0 obj
<<
/Dest [ 20 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 334 563 348 ]
/Border [ 0 0 0 ]
>>
endobj
22 0 obj
<<
/Dest [ 20 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 320 563 334 ]
/Border [ 0 0 0 ]
>>
endobj
23 0 obj
<<
/Dest [ 20 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 306 563 320 ]
/Border [ 0 0 0 ]
>>
endobj
24 0 obj
<<
/Type /Page
/Parent 174 0 R
/Resources 86 0 R
/Contents 85 0 R
/Thumb 152 0 R
>>
endobj
25 0 obj
<<
/Dest [ 24 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 291 563 306 ]
/Border [ 0 0 0 ]
>>
endobj
26 0 obj
<<
/Type /Page
/Parent 99 0 R
/Resources 101 0 R
/Contents 100 0 R
/Thumb 160 0 R
>>
endobj
27 0 obj
<<
/Dest [ 26 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 277 563 291 ]
/Border [ 0 0 0 ]
>>
endobj
28 0 obj
<<
/Dest [ 26 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 263 563 277 ]
/Border [ 0 0 0 ]
>>
endobj
29 0 obj
<<
/Dest [ 26 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 249 563 263 ]
/Border [ 0 0 0 ]
>>
endobj
30 0 obj
<<
/Dest [ 26 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 220 563 237 ]
/Border [ 0 0 0 ]
>>
endobj
31 0 obj
<<
/Type /Page
/Parent 99 0 R
/Resources 103 0 R
/Contents 102 0 R
/Thumb 162 0 R
>>
endobj
32 0 obj
<<
/Dest [ 31 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 206 563 220 ]
/Border [ 0 0 0 ]
>>
endobj
33 0 obj
<<
/Dest [ 31 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 239 192 563 206 ]
/Border [ 0 0 0 ]
>>
endobj
34 0 obj
<<
/Dest [ 31 0 R /Fit ]
/Type /Annot
/Subtype /Link
/Rect [ 185 163 563 180 ]
/Border [ 0 0 0 ]
>>
endobj
35 0 obj
<<
/Title (628.5000 Scope )
/Dest [ 2 0 R /Fit ]
/Parent 135 0 R
/Next 36 0 R
>>
endobj
36 0 obj
<<
/Title (628.5001 Basic concepts of earth spillway design )
/Dest [ 2 0 R /Fit ]
/Parent 135 0 R
/Prev 35 0 R
/Next 37 0 R
>>
endobj
37 0 obj
<<
/Title (\(a\) Hydraulic and structural concerns )
/Dest [ 2 0 R /Fit ]
/Parent 135 0 R
/Prev 36 0 R
/Next 38 0 R
>>
endobj
38 0 obj
<<
/Title (\(b\) Stability analysis )
/Dest [ 2 0 R /Fit ]
/Parent 135 0 R
/Prev 37 0 R
/Next 39 0 R
>>
endobj
39 0 obj
<<
/Title (\(c\) Integrity analysis )
/Dest [ 8 0 R /Fit ]
/Parent 135 0 R
/Prev 38 0 R
/Next 40 0 R
>>
endobj
40 0 obj
<<
/Title (628.5002 Basic concepts of spillway performance )
/Dest [ 8 0 R /Fit ]
/Parent 135 0 R
/Prev 39 0 R
/Next 41 0 R
>>
endobj
41 0 obj
<<
/Title (\(a\) Hydraulic performance )
/Dest [ 8 0 R /Fit ]
/Parent 135 0 R
/Prev 40 0 R
/Next 42 0 R
>>
endobj
42 0 obj
<<
/Title (\(b\) Structural performance )
/Dest [ 12 0 R /Fit ]
/Parent 135 0 R
/Prev 41 0 R
/Next 43 0 R
>>
endobj
43 0 obj
<<
/Title (628.5003 Spillway investigation guidance )
/Dest [ 16 0 R /Fit ]
/Parent 135 0 R
/Prev 42 0 R
/Next 44 0 R
>>
endobj
44 0 obj
<<
/Title (\(a\) Topographic surveys )
/Dest [ 16 0 R /Fit ]
/Parent 135 0 R
/Prev 43 0 R
/Next 45 0 R
>>
endobj
45 0 obj
<<
/Title (\(b\) Geologic investigation )
/Dest [ 16 0 R /Fit ]
/Parent 135 0 R
/Prev 44 0 R
/Next 46 0 R
>>
endobj
46 0 obj
<<
/Title (628.5004 Spillway design guidance )
/Dest [ 20 0 R /Fit ]
/Parent 135 0 R
/Prev 45 0 R
/Next 47 0 R
>>
endobj
47 0 obj
<<
/Title (\(a\) Layout and alignment )
/Dest [ 20 0 R /Fit ]
/Parent 135 0 R
/Prev 46 0 R
/Next 48 0 R
>>
endobj
48 0 obj
<<
/Title (\(b\) Inlet )
/Dest [ 20 0 R /Fit ]
/Parent 135 0 R
/Prev 47 0 R
/Next 49 0 R
>>
endobj
49 0 obj
<<
/Title (\(c\) Hydraulic control )
/Dest [ 20 0 R /Fit ]
/Parent 135 0 R
/Prev 48 0 R
/Next 50 0 R
>>
endobj
50 0 obj
<<
/Title (\(d\) Outlet )
/Dest [ 20 0 R /Fit ]
/Parent 135 0 R
/Prev 49 0 R
/Next 51 0 R
>>
endobj
51 0 obj
<<
/Title (\(e\) Earth material erodibility )
/Dest [ 26 0 R /Fit ]
/Parent 135 0 R
/Prev 50 0 R
/Next 52 0 R
>>
endobj
52 0 obj
<<
/Title (\(f\) Hydrologic and hydraulic routing results )
/Dest [ 26 0 R /Fit ]
/Parent 135 0 R
/Prev 51 0 R
/Next 53 0 R
>>
endobj
53 0 obj
<<
/Title (\(g\) Stability analysis )
/Dest [ 26 0 R /Fit ]
/Parent 135 0 R
/Prev 52 0 R
/Next 54 0 R
>>
endobj
54 0 obj
<<
/Title (\(h\) Integrity analysis )
/Dest [ 26 0 R /Fit ]
/Parent 135 0 R
/Prev 53 0 R
/Next 55 0 R
>>
endobj
55 0 obj
<<
/Title (628.5005 Maintenance considerations )
/Dest [ 31 0 R /Fit ]
/Parent 135 0 R
/Prev 54 0 R
/Next 56 0 R
>>
endobj
56 0 obj
<<
/Title (\(a\) Vegetation )
/Dest [ 31 0 R /Fit ]
/Parent 135 0 R
/Prev 55 0 R
/Next 57 0 R
>>
endobj
57 0 obj
<<
/Title (\(b\) Flow disturbance )
/Dest [ 31 0 R /Fit ]
/Parent 135 0 R
/Prev 56 0 R
/Next 58 0 R
>>
endobj
58 0 obj
<<
/Title (628.5006 References )
/Dest [ 31 0 R /Fit ]
/Parent 135 0 R
/Prev 57 0 R
>>
endobj
59 0 obj
<< /Length 2086 /Filter /LZWDecode >>
stream
Are Dental X Rays Required By Law In Texas,
Articles N