Basement Flood Mitigation
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078400S02 FIRESTOPPING – Mechanical Room Floor Penetrations
078400S02 FIRESTOPPING – Mechanical Room Floor Penetrations The following standard applies to all added floor penetrations in any existing mechanical room, electrical room or penthouse mechanical area above slab level in all facilities maintained by the University of Kentucky. Affected penetrations include, but are not limited to, the following: conduit, pipes, and ductwork. For new facilities, housekeeping curbs should be constructed during the initial building construction which would eliminate the need for this standard. 1.0 All penetrations must be fire stopped per the applicable NFPA (National Fire Protection Association) and State of Kentucky Building Codes with the appropriate UL listed fire stop assembly being utilized. The UL listing documentation must be available for the installed assembly upon request by the inspecting authority or by the University representative. 2.0 In addition to the required fire stopping outlined in section 1.0 above, all penetrations are to be protected by materials meeting an UL Tested Class 1 W-rating to restrict the flow of water. 3.0 For pipes and conduits, a curb is to be installed around the opening with a self leveling, single- component, silicone-based firestop sealant used in the slab and the curb. The installation is to consist of a steel angle mechanically fastened to the floor to create a curb with the firestop sealant installed in the curb and slab sealing up to the penetrating item. The sealant is to be white in color. See drawing 1 below for better clarification. 4.0 For ductwork, a curb is to be installed around the opening with a self leveling, single-component, silicone-based firestop sealant used in the slab and the curb. -
The Fireplace, Rekindled
The fireplace, rekindled. PRECISION-ENGINEERED MASONRY FIREPLACES FireRock offers a simple way to build a high-end, all-masonry fireplace and chimney. This smartly designed system installs in a matter of hours for less than half the cost of a traditional brick & mortar fireplace. Not only does it look great, it lasts forever. Why FireRock? Installs Fast. Installs in less than a day compared to 1 to 2 weeks for traditional brick & mortar. Strong. 3000 PSI compressive strength. The strongest on the market. Smart. Costs 50% less than traditional brick & mortar, and is precision-engineered to draw correctly. Stunning. Looks better and lasts longer than a “metal box” fireplace. Long Lasting. All models come with a 20 year warranty and a 100 year life expectancy. You could spend twice as much building a traditional brick & mortar fireplace, but the only person that would know would be your accountant. CONVENTIONAL RUMFORD OUTDOOR • FireRock’s traditional model • Taller opening allows for a larger • FireRock’s solution for use in outdoor • Angled back wall for better heat reflection fire and greater heat reflection living spaces • Can be installed on a combustible floor using • Great for homes with high ceilings • Firebox and chimney deliver on LiteRock installation application • Accommodates FireRock masonry or a single pallet • Accommodates FireRock masonry or approved metal chimney system Available in three sizes: 30”, 36”, and 42” approved metal chimney system Available in four sizes: 30”, 36”, 42”, and 48” Available in six sizes: 30”, 36”, -
Bilco Floor, Vault and Sidewalk Doors Provide Reliable Access to Equipment Stored Underground Or Below/Between Building Floors
Floor & Vault Doors Bilco Floor, Vault and Sidewalk Doors provide reliable access to equipment stored underground or below/between building floors. Commonly used by gas, electric and water utilities for frequent access by service personnel, Bilco doors are available in many different sizes and configurations to suit any application. Floor & Vault Doors Advantages of Floor, Vault and Sidewalk Doors Bilco Floor, Vault and Sidewalk Doors are ruggedly constructed to provide many years of dependable service. Doors are available in a wide range of sizes and configurations, and all models offer the following standard features and benefits: • Engineered lift assistance for smooth, easy door operation, regardless of cover size and weight • Automatic holdopen arm that locks the cover in the open position to ensure safe egress • Type 316 stainless steel slam lock to prevent unauthorized access • Constructed with corrosion resistant materials and hardware • Heavy duty hinges, custom engineered for horizontal door applications Positive latching mechanism Structurally reinforced cover with finished edges Heavy-duty hinges Automatic hold-open arm with convenient release handle Lift assistance counterbalances cover Type J-AL door shown Typical Applications • Airports • Manufacturing Facilities • Schools • Correctional Facilities • Natural Gas Utilities •Telecommunications Vaults • Electric Utilities • Office Buildings •Transit Systems • Factories • Processing Plants •Warehouses • Hospitals • Retail Structures •Water/Waste Treatment Plants Drainage Doors Type J Steel Type J Type J-AL Aluminum With Drainage Channel Frame For use in exterior applications where there is concern about water or other liquids entering the access opening. Type J H20 Steel Type J H20 Type J-AL H20 Aluminum With Drainage Channel Frame For use in exterior applications where the doors will be subjected to vehicular traffic. -
Influence of Angular Velocity of Pedaling on the Accuracy of The
Research article 2018-04-10 - Rev08 Influence of Angular Velocity of Pedaling on the Accuracy of the Measurement of Cyclist Power Abstract Almost all cycling power meters currently available on the The miscalculation may be—even significantly—greater than we market are positioned on rotating parts of the bicycle (pedals, found in our study, for the following reasons: crank arms, spider, bottom bracket/hub) and, regardless of • the test was limited to only 5 cyclists: there is no technical and construction differences, all calculate power on doubt other cyclists may have styles of pedaling with the basis of two physical quantities: torque and angular velocity greater variations of angular velocity; (or rotational speed – cadence). Both these measures vary only 2 indoor trainer models were considered: other during the 360 degrees of each revolution. • models may produce greater errors; The torque / force value is usually measured many times during slopes greater than 5% (the only value tested) may each rotation, while the angular velocity variation is commonly • lead to less uniform rotations and consequently neglected, considering only its average value for each greater errors. revolution (cadence). It should be noted that the error observed in this analysis This, however, introduces an unpredictable error into the power occurs because to measure power the power meter considers calculation. To use the average value of angular velocity means the average angular velocity of each rotation. In power meters to consider each pedal revolution as perfectly smooth and that use this type of calculation, this error must therefore be uniform: but this type of pedal revolution does not exist in added to the accuracy stated by the manufacturer. -
One Stop Shop News
“Where One Call Does It All!” One Stop Shop News Volume 5, Issue 41 | 90 Stillwater Ave Orono, ME 866-5690 | January 2017 Preview 3D Models Before Don't Miss Any Upgrades or Remodeling to Your Home, Have a Plan Bringing the Hammer Home maintenance is much easier to tackle with a priority list. One Stop Home One Stop Home Repair is happy to Repair recommends starting the year with a checklist for all the projects you want announce the ability to provide to and should tackle throughout the year. Your list may or not be this extensive, you, the homeowner, with a but the list below is a good place to start. detailed digital representation of your remodel or new construction Interior – Beginning from the floor and working your way up, you can quickly project in 3D before we start. We give your house a thorough inspection to plan which repairs or upgrades you want now have a professionally trained interior designer who can assist to complete before the year's end. Having a running list at the beginning the year you in achieving the perfect look will help you to achieve what your house needs. and feel based on your style and ● Check your Electrical Outlets – Loose outlets can result in a fire if budget. Call our office to use this anything falls in the gap between the outlet and plug. great service. ● Repair Damaged Walls and Ceilings – Water damaged walls should be taken care of immediately. Pay attention to both cosmetic damage and These design plans will help you obvious water damage. -
Simple Harmonic Motion
[SHIVOK SP211] October 30, 2015 CH 15 Simple Harmonic Motion I. Oscillatory motion A. Motion which is periodic in time, that is, motion that repeats itself in time. B. Examples: 1. Power line oscillates when the wind blows past it 2. Earthquake oscillations move buildings C. Sometimes the oscillations are so severe, that the system exhibiting oscillations break apart. 1. Tacoma Narrows Bridge Collapse "Gallopin' Gertie" a) http://www.youtube.com/watch?v=j‐zczJXSxnw II. Simple Harmonic Motion A. http://www.youtube.com/watch?v=__2YND93ofE Watch the video in your spare time. This professor is my teaching Idol. B. In the figure below snapshots of a simple oscillatory system is shown. A particle repeatedly moves back and forth about the point x=0. Page 1 [SHIVOK SP211] October 30, 2015 C. The time taken for one complete oscillation is the period, T. In the time of one T, the system travels from x=+x , to –x , and then back to m m its original position x . m D. The velocity vector arrows are scaled to indicate the magnitude of the speed of the system at different times. At x=±x , the velocity is m zero. E. Frequency of oscillation is the number of oscillations that are completed in each second. 1. The symbol for frequency is f, and the SI unit is the hertz (abbreviated as Hz). 2. It follows that F. Any motion that repeats itself is periodic or harmonic. G. If the motion is a sinusoidal function of time, it is called simple harmonic motion (SHM). -
Hub City Powertorque® Shaft Mount Reducers
Hub City PowerTorque® Shaft Mount Reducers PowerTorque® Features and Description .................................................. G-2 PowerTorque Nomenclature ............................................................................................ G-4 Selection Instructions ................................................................................ G-5 Selection By Horsepower .......................................................................... G-7 Mechanical Ratings .................................................................................... G-12 ® Shaft Mount Reducers Dimensions ................................................................................................ G-14 Accessories ................................................................................................ G-15 Screw Conveyor Accessories ..................................................................... G-22 G For Additional Models of Shaft Mount Reducers See Hub City Engineering Manual Sections F & J DOWNLOAD AVAILABLE CAD MODELS AT: WWW.HUBCITYINC.COM Certified prints are available upon request EMAIL: [email protected] • www.hubcityinc.com G-1 Hub City PowerTorque® Shaft Mount Reducers Ten models available from 1/4 HP through 200 HP capacity Manufacturing Quality Manufactured to the highest quality 98.5% standards in the industry, assembled Efficiency using precision manufactured components made from top quality per Gear Stage! materials Designed for the toughest applications in the industry Housings High strength ductile -
Rotational Motion of Electric Machines
Rotational Motion of Electric Machines • An electric machine rotates about a fixed axis, called the shaft, so its rotation is restricted to one angular dimension. • Relative to a given end of the machine’s shaft, the direction of counterclockwise (CCW) rotation is often assumed to be positive. • Therefore, for rotation about a fixed shaft, all the concepts are scalars. 17 Angular Position, Velocity and Acceleration • Angular position – The angle at which an object is oriented, measured from some arbitrary reference point – Unit: rad or deg – Analogy of the linear concept • Angular acceleration =d/dt of distance along a line. – The rate of change in angular • Angular velocity =d/dt velocity with respect to time – The rate of change in angular – Unit: rad/s2 position with respect to time • and >0 if the rotation is CCW – Unit: rad/s or r/min (revolutions • >0 if the absolute angular per minute or rpm for short) velocity is increasing in the CCW – Analogy of the concept of direction or decreasing in the velocity on a straight line. CW direction 18 Moment of Inertia (or Inertia) • Inertia depends on the mass and shape of the object (unit: kgm2) • A complex shape can be broken up into 2 or more of simple shapes Definition Two useful formulas mL2 m J J() RRRR22 12 3 1212 m 22 JRR()12 2 19 Torque and Change in Speed • Torque is equal to the product of the force and the perpendicular distance between the axis of rotation and the point of application of the force. T=Fr (Nm) T=0 T T=Fr • Newton’s Law of Rotation: Describes the relationship between the total torque applied to an object and its resulting angular acceleration. -
PHYS 211 Lecture 5 - Oscillations: Simple Harmonic Motion 5 - 1
PHYS 211 Lecture 5 - Oscillations: simple harmonic motion 5 - 1 Lecture 5 - Oscillations: simple harmonic motion Text: Fowles and Cassiday, Chap. 3 Consider a power series expansion for the potential energy of an object 2 V(x) = Vo + V1x + V2x + ..., where x is the displacement of an object from its equilibrium position, and Vi, i = 0,1,2... are fixed coefficients. The leading order term in this series is unimportant to the dynamics of the object, since F = -dV/dx and the derivative of a constant vanishes. Further, if we require the equilibrium position x = 0 to be a true minimum in the energy, then V1 = 0. This doesn’t mean that potentials with odd powers in x must vanish, but just says that their minimum is not at x = 0. Thus, the simplest function that one can write is quadratic: 2 V = V2x [A slightly more complicated variant is |x| = (x2)1/2, which is not smooth at x = 0]. For small excursions from equilibrium, the quadratic term is often the leading-order piece of more complex functions such as the Morse or Lennard-Jones potentials. Quadratic potentials correspond to the familiar Hooke’s Law of ideal springs V(x) = kx 2/2 => F(x) = -dV/dx = -(2/2)kx = -kx, where k is the spring constant. Objects subject to Hooke’s Law exhibit oscillatory motion, as can be seen by solving the differential equation arising from Newton’s 2nd law: F = ma => -kx = m(d 2x/dt 2) or d 2x /dt 2 + (k/m)x = 0. We solved this equation in PHYS 120: x(t) = A sin( ot + o) Other functional forms such as cosine can be changed into this form using a suitable choice of the phase angle o. -
Corporate Office Employee Analysis: Transformation from Closed Office Layout to Open Floor Plan Environment
University of Nebraska - Lincoln DigitalCommons@University of Nebraska - Lincoln Theses from the Architecture Program Architecture Program Winter 12-1-2011 CORPORATE OFFICE EMPLOYEE ANALYSIS: TRANSFORMATION FROM CLOSED OFFICE LAYOUT TO OPEN FLOOR PLAN ENVIRONMENT Stephanie J. Fanger University of Nebraska-Lincoln, [email protected] Follow this and additional works at: https://digitalcommons.unl.edu/archthesis Part of the Interior Architecture Commons, and the Other Architecture Commons Fanger, Stephanie J., "CORPORATE OFFICE EMPLOYEE ANALYSIS: TRANSFORMATION FROM CLOSED OFFICE LAYOUT TO OPEN FLOOR PLAN ENVIRONMENT" (2011). Theses from the Architecture Program. 123. https://digitalcommons.unl.edu/archthesis/123 This Article is brought to you for free and open access by the Architecture Program at DigitalCommons@University of Nebraska - Lincoln. It has been accepted for inclusion in Theses from the Architecture Program by an authorized administrator of DigitalCommons@University of Nebraska - Lincoln. CORPORATE OFFICE EMPLOYEE ANALYSIS: TRANSFORMATION FROM CLOSED OFFICE LAYOUT TO OPEN FLOOR PLAN ENVIRONMENT by Stephanie Julia Fanger A THESIS Presented to the Faculty of The Graduate College at the University of Nebraska In Partial Fulfillment of Requirements For the Degree of Master of Science Major: Architecture Under the Supervision of Professor Betsy S. Gabb Lincoln, Nebraska December, 2011 CORPORATE OFFICE EMPLOYEE ANALYSIS: TRANSFORMATION FROM CLOSED OFFICE LAYOUT TO OPEN FLOOR PLAN ENVIRONMENT Stephanie J. Fanger, M.S. University of Nebraska, 2011 Advisor: Betsy Gabb The office workplace within the United States has undergone monumental changes in the past century. The Environmental Protection Agency (EPA) has cited that Americans spend an average of 90 percent of their time indoors. As human beings can often spend a majority of the hours in the day at their workplace, more so than their home, it is important to understand the effects of the built environment on the American office employee. -
Determining the Load Inertia Contribution from Different Power Consumer Groups
energies Article Determining the Load Inertia Contribution from Different Power Consumer Groups Henning Thiesen * and Clemens Jauch Wind Energy Technology Institute (WETI), Flensburg University of Applied Sciences, 24943 Flensburg, Germany; clemens.jauch@hs-flensburg.de * Correspondence: henning.thiesen@hs-flensburg.de Received: 27 February 2020; Accepted: 25 March 2020 ; Published: 1 April 2020 Abstract: Power system inertia is a vital part of power system stability. The inertia response within the first seconds after a power imbalance reduces the velocity of which the grid frequency changes. At present, large shares of power system inertia are provided by synchronously rotating masses of conventional power plants. A minor part of power system inertia is supplied by power consumers. The energy system transformation results in an overall decreasing amount of power system inertia. Hence, inertia has to be provided synthetically in future power systems. In depth knowledge about the amount of inertia provided by power consumers is very important for a future application of units supplying synthetic inertia. It strongly promotes the technical efficiency and cost effective application. A blackout in the city of Flensburg allows for a detailed research on the inertia contribution from power consumers. Therefore, power consumer categories are introduced and the inertia contribution is calculated for each category. Overall, the inertia constant for different power consumers is in the range of 0.09 to 4.24 s if inertia constant calculations are based on the power demand. If inertia constant calculations are based on the apparent generator power, the load inertia constant is in the range of 0.01 to 0.19 s. -
Installation Manual
DUET SUPREME FIREPLACES FACTORY-BUILT FIREPLACE MODEL DUET, DUET 4 SEASONS Tested and certified by Intertek • UL 127 • ULC-S610 OWNER’S MANUAL INSTALLATION OPERATION MAINTENANCE Keep these instructions for future use. Manufactured by: 3594 Jarry East, Montreal, QUEBEC, H1Z 2G4 Phone: 1-877-593-4722 Fax: (514) 593-4424 www.supremem.com [email protected] 1 Revised: July 2018 DUET SUPREME FIREPLACES TABLE OF CONTENTS 1. SAFETY GUIDELINES FOR YOUR DUET ………………………………………………….................... 3 2. OPERATING INSTRUCTIONS ……………………………………………………………………................. 4 2.1 Fuel …………………………………………………………………………………………………………… 4 2.2 First Fires ……………………………………………………………………………………………………. 4 2.3 The Combustion Air Control ………………………………………………………………………………. 4 2.3.1 Operating the Combustion Air Control ……………………………………………………………… 4 2.4 Starting a Fire ………………………………………………………………………………………………... 5 2.5 Adding a New Load of Wood ………………………………………………………………………………. 6 2.6 Smoking ……...……………………………………………………………………………………………… 6 2.7 Built-in Barbecue ……………………………………………………………………………………………. 6 3. MAINTENANCE OF THE DUET …………………………………………………………………………. 7 3.1 Creosote – Formation and Need for Removal ……………………………………………………………… 7 3.2 Chimney Maintenance ………………………………………………………………………………………. 7 3.3 Chimney Sweeping Cap …………………………………………………………………………………….. 7 3.4 Paint …………………………………………………………………………………………………………. 8 3.5 Disposal of Ashes ……………………………………………………………………………………………. 8 3.6 Glass Cleaning ………………………………………………………………………………………………... 8 3.7 Glass Replacement ………………………………………………………………………………………….. 9 3.8 Gasket Replacement