Stormwater Management Basin

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STORMWATER MANAGEMENT S A N A ES S M T W HOL J A O A A CK R O S L O O L N T S A O A K N U O G N A N ADSDEN S O S U H NA BASIN MAP S AM O N I B O R LT Y O E MADISON N A BA H L E Y L T F K A R S F U E C E E A R DUVAL W I B J I WAKULLA T A B L A G N M Y N U L U N Y E L S L O IO E N A T F R O U L J C C O H COLLIER COUNTY N A L S E A I C P H U X U I A TN D A M FLORIDA LEVY MARION V PREPARED BY O L U S C IA COLLIER COUNTY, GROWTH MANAGEMENT DEPARTMENT IT S R U U S M LAKE (Map prepared date: June 2015) T E Urban R Immokalee ORANGE Basin PASCO B OSCEOLA R Corkscrew E V Slough A R Basin POLK D M O A K N S A E T D S EE HARDEE E T Cocohatchee N L C U A H C River Canal L O IE Basin H B G E Okaloacoochee I DESOTO E H Slough Basin MARTIN GLADES PALMBEACH LEE HENDRY 5 COLLIER BROWARD Barron River Canal Basin M O (North) N R DADE O E Quail West Phase II Imperial West Landmark Wiggins FPL Basin Bay Outlet Imperial Basin Drainage Palm River Outlet Basin Canal Cocohatchee Basin Cocohatchee River Canal River Canal Corkscrew Basin Basin Canal East Branch Basin Orange Naples Park Cocohatchee Tree Canal North Basin Main Golden Basin Coco hatchee R iver Canal Gate Canal I - 7 5 Basin C 951 Canal a n a l North Basin Naples Park West Basin Harvey Airport Canal Road North Basin Pine Ridge Canal Basin Naples Park Canal South Basin Basin Cypress Canal Cypress Canal l a Basin n a C West Branch Green 1 5 9 Cocohatchee l a l Canal n a a n C River Basin a y C Basin e 5 v r 7 - a I I-75 H Main Golden Airport Canal l Gate Canal a Road South Basin n a C Basin s s Canal Basin e r p y C l a n a C y e v r a H Main Golden Gate Canal Green C anal Gordon River Extension Basin 951 Canal Central Basin Main Golden Faka-Union Gate Canal Canal Basin Basin Merritt Canal Fakahatchee Gateway Rock Basin Strand Basin Triangle Creek Basin L-28 Basin Tieback Basin Haldeman Palm Creek Henderson Street Basin Creek Basin Lely Basin Canal Miller Basin Canal Basin Winter Park Outlet Basin Barron Lely Manor River Canal Basin Basin C-4 Canal Prairie Basin Canal Turner River Basin Canal Basin US-41 Outfall US-41 Outfall Swale Swale No.1 No.2 Basin Basin Seminole Park Outlet Basin Tamiami Trail Canal Basin Miscellaneous Coastal Basins Gator Hook Strand Basin.

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New York State Canal Corporation Flood Warning and Optimization System
K19-10283720JGM New York State Canal Corporation Flood Warning and Optimization System SCOPE OF SERVICES K19-10283720JGM Contents 1 Background of the Project........................................................................................................... 3 2 Existing FWOS features ............................................................................................................... 5 2.1 Data Import Interfaces ............................................................................................................ 5 2.2 Numeric Models ...................................................................................................................... 5 2.2.1 Hydrologic Model............................................................................................................. 6 2.2.2 Hydraulic Model .............................................................................................................. 6 2.3 Data Dissemination Interfaces .................................................................................................. 6 3 Technical Landscape ................................................................................................................... 7 3.1 Software ................................................................................................................................. 7 3.1.1 Systems......................................................................................................................... 7 3.1.2 FWOS Software ..............................................................................................................
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The Effect of Different Confluence Confirmation Strategies on the Obturation of Vertucci Type II Canal: Micro-CT Analysis
Restor Dent Endod. 2021 Feb;46(1):e12 https://doi.org/10.5395/rde.2021.46.e12 pISSN 2234-7658·eISSN 2234-7666 Research Article The effect of different confluence confirmation strategies on the obturation of Vertucci type II canal: micro-CT analysis Seungjae Do , Min-Seock Seo * Department of Conservative Dentistry, Wonkwang University Daejeon Dental Hospital, Daejeon, Korea Received: Apr 8, 2020 Revised: Jun 7, 2020 ABSTRACT Accepted: Jun 17, 2020 Objectives: The present study aims to compare the obturation quality of 2 confluence Do S, Seo MS confirmation techniques in artificial maxillary first premolars showing Vertucci type II root canal configuration. *Correspondence to Min-Seock Seo, DDS, PhD Materials and Methods: Thirty artificial maxillary premolars having Vertucci type II root Associate Professor, Department of canal configuration were made. They were divided into 3 groups according to the confluence Conservative Dentistry, Wonkwang University confirmation technique as follows. Gutta-percha indentation (GPI) group (confluence Daejeon Dental Hospital, 77 Dunsan-ro, Seo- confirmation using a gutta-percha cone and a K file); electronic apex locator (EAL) group gu, Daejeon 35233, Korea. (confluence confirmation using K files and EAL); and no confluence detection (NCD) E-mail: [email protected] group. In the GPI group and the EAL group, shaping and obturation were performed with Copyright © 2021. The Korean Academy of the modified working length (WL). In the NCD group, shaping was performed without WL Conservative Dentistry adjustment and obturation was carried out with an adjusted master cone. Micro-computed This is an Open Access article distributed tomography was used before preparation and after obturation to calculate the percentage under the terms of the Creative Commons of gutta-percha occupied volume (%GPv) and the volume increase in the apical 4 mm.
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Umbrella Empr: Flood Control and Drainage
I. COVERSHEET FOR ENVIRONMENTAL MITIGATION PLAN & REPORT (UMBRELLA EMPR: FLOOD CONTROL AND DRAINAGE) USAID MISSION SO # and Title: __________________________________ Title of IP Activity: __________________________________________________ IP Name: __ __________________________________________________ Funding Period: FY______ - FY______ Resource Levels (US$): ______________________ Report Prepared by: Name:__________________________ Date: ____________ Date of Previous EMPR: _________________ (if any) Status of Fulfilling Mitigation Measures and Monitoring: _____ Initial EMPR describing mitigation plan is attached (Yes or No). _____ Annual EMPR describing status of mitigation measures is established and attached (Yes or No). _____ Certain mitigation conditions could not be satisfied and remedial action has been provided within the EMPR (Yes or No). USAID Mission Clearance of EMPR: Contracting Officer’s Technical Representative:__________ Date: ______________ Mission Environmental Officer: _______________________ Date: ______________ ( ) Regional Environmental Advisor: _______________________ Date: ______________ ( ) List of CHF Haiti projects covered in this UEMPR (Flood Control and Drainage) 1 2 1. Background, Rationale and Outputs/Results Expected: According to Richard Haggerty’s country study on Haiti from 1989, in 1925, 60% of Haiti’s original forests covered the country. Since then, the population has cut down all but an estimated 2% of its original forest cover. The fact that many of Haiti’s hillsides have been deforested has caused several flooding problems for cities and other communities located in critical watershed and flood-plain areas during recent hurricane seasons. The 2008 hurricane season was particularly devastating for Haiti, where over 800 people were killed by four consecutive tropical storms or hurricanes (Fay, Gustav, Hanna, and Ike) which also destroyed infrastructure and caused severe crop losses. In 2004, tropical storm Jeanne killed an estimated 3,000 people, most in Gonaives.
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Canal and River Bank Stabilisation for Protection Against Flash Flood and Sea Water Intrusion in Central Vietnam
CANAL AND RIVER BANK STABILISATION FOR PROTECTION AGAINST FLASH FLOOD AND SEA WATER INTRUSION IN CENTRAL VIETNAM V. Thuy1, I. Sobey2 and P. Truong3 1 Department of Agriculture and Rural Development, Quang Ngai, Vietnam 2Kellog Brown Roots, Quang Ngai Natural Disaster Mitigation Project [email protected] 3 TVN Director and East Asia and South Pacific Representative, 23 Kimba St, Chapel Hill, Brisbane 4069, Australia [email protected] Abstract Quang Ngai, a coastal province in central Vietnam, is prone to flash flood caused by high annual rainfall, with 70% (2300mm/yr) falling over three months and steep terrain resulting in high velocity water flows. This often leads to flash floods in mountainous areas and large scale flooding in low-lying areas. The high velocity flows and flooding cause severe erosion on dike, canal and river banks built to protect farm land from flooding in the rain season and sea water intrusion in the dry season. Therefore the stability of these measures provides the local community a protection against flash flood and sea water intrusion at the same time. Both vegetative measures and hard structures such as rock and concrete have been used in the past to protect these banks, but they are ineffective partly due to the local sandy soils used to build them and partly to the strong current. Although vetiver grass has been used very successfully for flood erosion control in the Mekong Delta of southern Vietnam, where flow velocity is relatively slow, it has not been used under very strong current. As a last resort, vetiver grass was tested for its effectiveness in protecting the banks of these rivers and canals.
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SOLICITOR's SEARCHES This Note Sets out Useful
SOLICITOR’S SEARCHES This note sets out useful background information regarding the nature of enquiries with which Canal & River Trust can assist, the fees that are payable in respect of such enquires and other general information that may be of assistance to you. The Trust cares for a 2,000 mile network of canals and rivers. Most of the Trust’s structures are well over 200 years old and the canals themselves are constructed in a variety of ways. Some are natural rivers which are not owned by the Trust but where we are the navigation authority. The Trust also manages a significant portfolio of property that includes operational boat yards, docks, historic warehouses, cottages, marinas, industrial estates and development land across England and Wales. Every precaution must be taken to avoid the risk of removing Trust’s right of support, breaching the waterway damaging any of the waterway structure, as this may result in extensive flooding, with damage to buildings, property, services and possible loss of life. Embankments and other waterway structures are particularly vulnerable and no excavation, landscaping, or any other work or activity should take place near to, or at the foot of an embankment or waterway structure without consulting the Trust, even though such works may not be on Trust’s property. Except where they are expressly reserved for the benefit of the property, rights such as mooring, fishing, discharges to, or abstraction from, the waterway, and any encroachment upon or projection over the waterway require the written consent of the Trust and in some circumstances, that of the other organisations such as the Environment Agency.
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Channel Morphology and Bed-Sediment Characteristics Before
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Ada County Flood History
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River Island Park to Manville Dam – Beginner Tour, Rhode Island
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Global Dbq Rg Bk2 Aug09:Global Rg Aug05
VOLUME FOR TEACHERS ONLY 2 OF 2 The University of the State of New York DBQ REGENTS HIGH SCHOOL EXAMINATION GLOBAL HISTORY AND GEOGRAPHY Wednesday, August 12, 2009 — 12:30 to 3:30 p.m., only RATING GUIDE FOR PART III A AND PART III B (DOCUMENT-BASED QUESTION) Updated information regarding the rating of this examination may be posted on the New York State Education Department’s web site during the rating period. Visit the site http://www.emsc.nysed.gov/osa/ and select the link “Examination Scoring Information” for any recently posted information regarding this examination. This site should be checked before the rating process for this examination begins and at least one more time before the final scores for the examination are recorded. Contents of the Rating Guide For Part III A Scaffold (open-ended) questions: • A question-specific rubric For Part III B (DBQ) essay: • A content-specific rubric • Prescored answer papers. Score levels 5 and 1 have two papers each, and score levels 4, 3, and 2 have three papers each. They are ordered by score level from high to low. • Commentary explaining the specific score awarded to each paper • Five prescored practice papers General: • Test Specifications • Web addresses for the test-specific conversion chart and teacher evaluation forms Copyright 2009 The University of the State of New York THE STATE EDUCATION DEPARTMENT Albany, New York 12234 GLOBAL HISTORY and GEOGRAPHY Mechanics of Rating The following procedures are to be used in rating papers for this examination. More detailed directions for the organization of the rating process and procedures for rating the examination are included in the Information Booklet for Scoring the Regents Examination in Global History and Geography and United States History and Government.
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Freshwater Canals A
III. Freshwater Canals A. Introduction Broward County’s current system of drainage consists of approximately two hundred and sixty-six miles of waterways (Broward County Planning Council 1989). The primary drainage system is managed by the South Florida Water Management District (SFWMD) and consists of nine major canals and their corresponding drainage basins (Figure III.1): Hillsboro Canal, C-14 (Cypress Creek) Canal, Pompano Canal, C-13 (Middle River) Canal, C-12 (Plantation) Canal, North New River Canal, C-11 (South New River) Canal, C-9 (Snake Creek) Canal, and the C-10 (Hollywood) Canal. These nine major canals, along with secondary and tertiary canals, eventually drain to the main estuarine areas (i.e., Intracoastal Waterway; see Section IV). The exception is the western segment of the C-11 Canal which is normally backpumped into the Water Conservation Area (WCAs). Overall, the canals are primarily used for flood control, however, secondary uses include drainage of land for development, discharge of excess water to and from the WCAs, prevention of saltwater intrusion, and recharge of wellfields (Cooper and Lane 1987). The result is a highly managed, intricate system of canals and retention ponds with control structures and pumps that maintain the balance between flood prevention and over drainage. The chemical characteristics of canals must be studied in order to understand possible ‘downstream effects’ on receiving water bodies (i.e., the Everglades and coastal systems). While the canal system’s primary function has been and continues to be conveyance, the waterways are currently considered waters of the state of Florida also known as Class III waters (see Florida Administrative Code [FAC] 62-302; State of Florida 1998).
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Waterside Bingo Sheet with You to a Canal Or River
Waterside Rivers and canals are ingo great places to explore. B They are full of interesting things to discover. Take a waterside bingo sheet with you to a canal or river. • Can you find everything in one row? Yes, then you’ve got a line! • Can you find the things in every square? Then shout‘BINGO!’ You’ve got a full house. Try a game of waterside bingo. Who can get a full house first?: Pens or crayons to cross off what you find. A waterside bingo sheet Your eyes and ears at the ready to find lots of interesting things Top Tip Stay alert because new discoveries can be lurking anywhere! Don’t forget to stay SAFE and Stay Away From the Edge. canalrivertrust.org.uk © Canal & River Trust Charity Commission no. 1146792 canalrivertrust.org.uk/explorers Waterside Bingo Explore the waterside together How many things can you spot? Can you get a line or even a full house? Don’t forget to Stay Away Hear a duck quack Find a leaf smaller From the Edge. than your Wash or sanitize Find the number of a finger nail Collect a feather bridge or lock your hands when you’ve finished. Can you Find a Canal & Look up spot a River Trust logo at the mooring clouds bollard? Share your and find Spot a dragonfly or adventure. Post a picture a face interesting insect on our Facebook page Canal & River Explorers Find the names of Discover an Find two boats interesting something and tell us about your fact about black and best discovery! the river white or canal Find a warning sign – what does it mean? Spot one Find the sound of person rushing water wearing a hat Spot an interesting Find a long leaf stone or brick canalrivertrust.org.uk © Canal & River Trust Charity Commission no.
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