Upload File

loading tributary

prev
next
out of 65
Download Loading Tributary

Upload: songouko

Post on 13-Oct-2015

29 views

Category:

Documents


0 download

Report

Tags:

DESCRIPTION

design

TRANSCRIPT

2ND FLOORWs=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:5.82M=5.24KN/m2.705.820.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=8.75KN/mINTERIORWS0.3333333333AT:5.82M=5.24KN/m2.705.820.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=5.24KN/m=3MMSL5.95530852179.46530852171.136943207730.72611358470.85212298685.826.83Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.01M=3.61KN/m2.704.010.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.12KN/mINTERIORWS0.3333333333AT:4.01M=3.61KN/m2.704.010.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.61KN/m=3MMSL4.68473599628.19473599621.298070378630.40385924290.63549920764.016.31Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.32M=3.89KN/m2.704.320.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.40KN/mINTERIORWS0.3333333333AT:4.32M=3.89KN/m2.704.320.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.89KN/m=3MMSL4.81407661428.32407661421.238188429630.52362314080.72361809054.325.97Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:5.13M=4.62KN/m2.705.130.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=8.13KN/mINTERIORWS0.3333333333AT:5.13M=4.62KN/m2.705.130.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=4.62KN/m=3MMSL5.00882790758.51882790751.084866343430.83026731320.91119005335.135.63Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.00M=3.60KN/m2.704.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.11KN/mINTERIORWS0.3333333333AT:4.00M=3.60KN/m2.704.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.60KN/m=3MMSL4.48163265317.99163265311.244897959230.51020408160.71428571434.005.60Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.30M=3.87KN/m2.704.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.38KN/mINTERIORWS0.3333333333AT:4.30M=3.87KN/m2.704.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.87KN/m=3MMSL4.66411511488.17411511481.205197704130.58960459180.76785714294.305.60Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.58M=4.12KN/m2.704.580.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.63KN/mINTERIORWS0.3333333333AT:4.58M=4.12KN/m2.704.580.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=4.12KN/m=3MMSL4.81906976088.32906976081.169109597530.66178080510.81349911194.585.63Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:3.00M=2.70KN/m2.703.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=6.21KN/mINTERIORWS0.3333333333AT:3.00M=2.70KN/m2.703.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=2.70KN/m=3MMSL3.66256377557.17256377551.35650510230.28698979590.53571428573.005.60Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:2.90M=2.61KN/m2.702.900.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=6.12KN/mINTERIORWS0.3333333333AT:2.90M=2.61KN/m2.702.900.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=2.61KN/m=3MMSL3.2290593756.7390593751.237187530.5256250.7252.904.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:1.30M=1.17KN/m2.701.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=4.68KN/mINTERIORWS0.3333333333AT:1.30M=1.17KN/m2.701.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=1.17KN/m=3MMSL1.63744351965.14744351961.399524375730.20095124850.44827586211.302.90Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.02M=3.62KN/m2.704.020.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.13KN/mINTERIORWS0.3333333333AT:4.02M=3.62KN/m2.704.020.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.62KN/m=3MMSL4.39795052617.90795052611.215575048730.56884990270.75422138844.025.33Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.00M=3.60KN/m2.704.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.11KN/mINTERIORWS0.3333333333AT:4.00M=3.60KN/m2.704.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.60KN/m=3MMSL4.48815744487.99815744481.246710401330.50657919730.71174377224.005.62Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:4.30M=3.87KN/m2.704.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.510KN/m3.512.730.4TOTAL WEIGHT=7.38KN/mINTERIORWS0.3333333333AT:4.30M=3.87KN/m2.704.300.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.512.7030.4TOTAL WEIGHT=3.87KN/m=3MMSL4.74144024978.25144024971.225178359130.54964328180.74137931034.305.80

3RD FLOORWs=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:5.50M=4.95KN/m2.705.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=8.21KN/mINTERIORWS0.3333333333AT:5.50M=4.95KN/m2.705.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=4.95KN/m=3MMSL4.958.20513115.505.50=3MMSL6.25517578129.51017578121.26367187530.472656250.68755.508.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:1.50M=1.35KN/m2.701.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=4.61KN/mINTERIORWS0.3333333333AT:1.50M=1.35KN/m2.701.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=1.35KN/m=3MMSL1.97479338845.22979338841.462809917430.07438016530.27272727271.505.50=3MMSL2.00126953125.25626953121.48242187530.035156250.18751.508.00=3MMSL1.89740075615.15240075611.405482041630.18903591680.43478260871.503.45=3MMSL1.92765983025.18265983021.427896170530.1442076590.37974683541.503.95=3MMSL1.64531254.90031251.2187530.56250.751.502.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:2.00M=1.80KN/m2.702.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=5.06KN/mINTERIORWS0.3333333333AT:2.00M=1.80KN/m2.702.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=1.80KN/m=3MMSL2.58099173555.83599173551.433884297530.1322314050.36363636362.005.50=3MMSL2.643755.898751.4687530.06250.252.008.00

Sheet3Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:5.50M=4.95KN/m2.705.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=8.21KN/mINTERIORWS0.3333333333AT:5.50M=4.95KN/m2.705.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=4.95KN/m=3MMSL4.958.20513115.505.50=3MMSL6.25517578129.51017578121.26367187530.472656250.68755.508.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:1.50M=1.35KN/m2.701.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=4.61KN/mINTERIORWS0.3333333333AT:1.50M=1.35KN/m2.701.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=1.35KN/m=3MMSL1.97479338845.22979338841.462809917430.07438016530.27272727271.505.50=3MMSL2.00126953125.25626953121.48242187530.035156250.18751.508.00=3MMSL1.89740075615.15240075611.405482041630.18903591680.43478260871.503.45=3MMSL1.92765983025.18265983021.427896170530.1442076590.37974683541.503.95=3MMSL1.64531254.90031251.2187530.56250.751.502.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:2.00M=1.80KN/m2.702.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=5.06KN/mINTERIORWS0.3333333333AT:2.00M=1.80KN/m2.702.000.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=1.80KN/m=3MMSL2.58099173555.83599173551.433884297530.1322314050.36363636362.005.50=3MMSL2.643755.898751.4687530.06250.252.008.00=3MMSL2.39754253315.65254253311.331968073930.33606385210.57971014492.003.45WT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:2.50M=2.25KN/m2.702.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=5.51KN/mINTERIORWS0.3333333333AT:2.50M=2.25KN/m2.702.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=2.25KN/m=3MMSL3.14256198356.39756198351.396694214930.20661157020.45454545452.505.50=3MMSL3.26513671886.52013671881.45117187530.097656250.31252.508.00=3MMSL2.78426275996.03926275991.237450115530.5250997690.72463768122.503.45WT. CEILING & UTILITIES=0.50KpaWT. OF TOPPINGS/ FINISHES=1.20KpaWT. OF SDL(INTERIOR PARTITION)=1.00KpaTOTAL=2.70KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:3.45M=3.11KN/m2.703.450.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=3.255KN/m3.2552.13.50.4TOTAL WEIGHT=6.36KN/mINTERIORWS0.3333333333AT:3.45M=3.11KN/m2.703.450.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=3.11KN/m=3MMSL4.0466361577.3016361571.303264462830.39347107440.62727272733.455.50=3MMSL4.36877138677.62377138671.407011718830.18597656250.431253.458.00=3MMSL3.1056.3613113.453.45=3MMSL3.44259985216.69759985211.108727810730.78254437870.88461538463.453.90

Sheet1Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TRUSS=1.40Kpa=KpaTOTAL=1.90KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:5.50M=3.48KN/m1.905.500.3333333333ASSUMED 30% OPENINGWT. WALLHT.WALLHT OF BEAM=2.205KN/m2.2052.13.50TOTAL WEIGHT=5.69KN/mINTERIORWS0.3333333333AT:5.50M=3.48KN/m1.905.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=3.48KN/m=3MMSL3.48333333336.738333333313115.505.50=3MMSL4.40179036467.65679036461.26367187530.472656250.68755.508.00Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TRUSS=1.40Kpa=KpaTOTAL=1.90KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:2.50M=1.58KN/m1.902.500.3333333333ASSUMED 30% OPENINGWT. WALLHT.WALLHT OF BEAM=2.205KN/m2.2052.13.50TOTAL WEIGHT=3.79KN/mINTERIORWS0.3333333333AT:2.50M=1.58KN/m1.902.500.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=1.58KN/m=3MMSL2.21143250695.46643250691.396694214930.20661157020.45454545452.505.50=3MMSL2.29768880215.55268880211.45117187530.097656250.31252.508.00=3MMSL2.08167926915.33667926911.314744801530.3705103970.60869565222.103.45Ws=WS/3WT. CEILING & UTILITIES=0.50KpaWT. OF TRUSS=1.40Kpa=KpaTOTAL=1.90KpaWT. OFWALL6"CHB=2.7Kpa4"CHB=2.1KpaEXTERIORWS0.3333333333AT:3.45M=2.19KN/m1.903.450.3333333333ASSUMED 30% OPENINGWT. WALLHT.WALLHT OF BEAM=2.205KN/m2.2052.13.50TOTAL WEIGHT=4.39KN/mINTERIORWS0.3333333333AT:3.45M=2.19KN/m1.903.450.3333333333ASSUMED 50% OPENINGWT. WALLHT.WALLHT OF BEAM=KN/m3.2552.13.50.4TOTAL WEIGHT=2.19KN/m=3MMSL2.84763285126.10263285121.303264462830.39347107440.62727272733.455.50=3MMSL3.07432060556.32932060551.407011718830.18597656250.431253.458.00


Highlights A Study of Phosphorus Loading of Ballston Lake by Tributary Inflow Presentation to BLIA Annual Meeting June 16, 2014 Scott Miller, Bob Duncan,

The Chinese Tributary System and Traditional International

Lower Okanogan River Basin DDT and PCBs TMDL ......DDT and PCB contaminant loading that cause increases in contaminant concentrations in fish tissue and tributary waters. • Summarize

The Heidelberg Tributary Loading Program - Ohio EPA … - Heidelbert... · The Heidelberg Tributary Loading Program Ken Krieger and Laura Johnson Workgroup for Water Resources Monitoring

San Diego River Tributary Canyons Projectsdrc.ca.gov/docs/SDRC_Board_Trib_Canyon_project.pdf · 2014. 5. 28. · San Diego River Tributary Canyons Project Project Recommendations

Cool tributary 26°C

MEMORANDUM FOR U.S. River · 2013. 1. 16. · surface instability. Additional reject material from coal minil'g, partially blocks streams and contributes acid loading in the tributary

Accotink Tributary at Oakford Drive Stream Restoration

DENTON COUNTY, TEXASUnnamed Tributary to Hog Branch Panel 269P Unnamed Tributary to Stewart Creek Tributary 2 Panel 270P Unnamed Tributary to Stream PEC-1 Panel 271P Unnamed Tributary

CHAPTER 4. MAINSTEM & TRIBUTARY FIELD PROCEDURES

UNNAMED TRIBUTARY TO BEAR SWAMP CREEK STREAM …

Everglades Protection Area Tributary Basins Long-Term Plan for Achieving Water Quality Goals Everglades Protection Area Tributary Basins Long-Term Plan

04 Tributary

TRIBUTARY TO WQ BASIN NOT TRIBUTARY TO WQ BASIN€¦ · culvert location along otay lakes rd reservoir water surface elevation 490.7 developed area tributary to wq basin ... rmu 2.0

FIGURES - DNRjanuary, 2007 figures. north tributary north lake east lake tributary north lake tributary east lake east lake tributary northeast site creek site pond site creek lake

Tributary Area of Structural Members 3... · 2018. 8. 15. · Tributary Area of Structural Members Steven Vukazich San Jose State University

LOWER SALMON RIVER Tributary Protection and Enhancement

LOADING SOUND. LOADING SOUND.. LOADING SOUND

Little Walnut Creek – Jamestown Tributary Stream

Peplow Road over Tributary to Union Ditch No. 3 · needed to replace the existing Peplow Road over Tributary to Union Ditch No. 3 and to stabilize approximately ½ mile of the tributary,

Tred Avon River Oyster Restoration Tributary Plan: V1 A ...dnr.maryland.gov/fisheries/documents/2015_Tred_Avon_Blueprint.pdfTred Avon River Oyster Restoration Tributary Plan . The

Pohick Creek Tributary Stream Restoration Project

Streams Tributary to Onondaga Lake Biological Assessment

Olema Creek Tributary Culvert Replacement Project · Olema Creek Tributary Culvert Replacement ... the tributary channel slopes will be generally graded at a 20:1 ... Olema Creek

Chesapeake Bay Nutrient and Sediment Reduction Tributary ...€¦ · Late in 1996, Virginia released its first tributary strategy, the Shenandoah and Potomac River Basins Tributary

Tributary report cards: Collaborating with watershed organizations

Loading 0%Loading 8%Loading 17%Loading 25%Loading 33%Loading 42%Loading 50%Loading 58%Loading 67%Loading 75%Loading 83%Loading 92%Loading 100% Please

SYSTEMS - Tributary

November 2015 Tributary

FINAL UNNAMED TRIBUTARY TO GEORGES … UNNAMED TRIBUTARY TO GEORGES CREEK WATERSHED TMDL ... Unnamed tributary to Georges Creek Watershed Maps ... The stream flows in a north-northeast

RIVER JIGGY LOUGH REE GOLF TRIBUTARY...river hind lough ree river hind golf tributary river hind river jiggy ballinagard tributary river jiggy loughnaneane tributary j i g g y @ ordnance

Tributary Areas - University of Kentucky

Tributary Area Examples

Everglades Protection Area Tributary Basins

HECRAS Tributary Junctions “ HECRAS” - Senakadebis Se kavSireba