TERMINAL AREA
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The document outlines operational procedures for managing terminal areas at an airport, including curb management, crowd control, allocation of space, and cleaning and maintenance. It provides details on implementing effective signage and designated areas for curb management, using stanchions and ensuring processing points are sufficiently staffed to control crowds, allocating dedicated or shared counters for airline use of space, and having a detailed cleaning log and feedback system that includes baggage systems, elevators, escalators and more. It also provides examples of Tokyo Haneda airport being the world's cleanest and size statistics for terminals.
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Anejo 2. C叩lculo de la estabilidad estructural de diques verticales. Revisi坦n hist坦rica y estado del arte.
--------------------------------------------------------------------------------------------------------------
Jos辿 Luis Galm辿s Giralt - Dise単o innovador de diques verticales con geometr鱈as cil鱈ndricas.
Aj 7
Anejo 2. C叩lculo de la estabilidad estructural de diques verticales.
Revisi坦n hist坦rica y estado del arte.
El constante intento del hombre por reproducir fen坦menos f鱈sicos mediante
modelos anal鱈ticos y elaborar m辿todos de dise単o, llev坦 a Gaillard, a principios del siglo
XX (1904), a tomar una serie de datos de campo empleando equipos tipo dinam坦metro
en diques situados en los Grandes Lagos.
El objetivo era poder definir diagramas de presiones en zonas de profundidades
someras para distintos tipos de oleaje incidente. Esta experiencia sent坦 las bases de
numerosas propuestas que se fueron desarrollando a partir de ellas.
En este anejo se presenta una revisi坦n hist坦rica de los diferentes m辿todos de
c叩lculo de presiones sobre paramentos verticales desde su origen a principios del siglo
XX hasta nuestros d鱈as.
Hiroi (1919)
Sobre las mismas bases cient鱈ficas que Gaillard, Hiroi en 1919 dise単a un primer
diagrama de presiones de gran utilidad y conservador para grandes l叩minas de agua,
definiendo una ley rectangular uniforme y cuyo valor responde a:
P H m叩x w = 1,50 g (A2 - 1)
en la que H representa la altura de ola de dise単o, y w g el peso espec鱈fico del agua
de mar. Esta distribuci坦n de presiones se utiliz坦 con enorme profusi坦n debido a su
sencillez, en aquellos casos donde la profundidad por encima de la berma (d) de la
cimentaci坦n de la estructura, era menor que 1/ 3 2 *H .
Fig. (A2 1). Fuente: Xavier Gironella, apunts.
Anejo 2. C叩lculo de la estabilidad estructural de diques verticales. Revisi坦n hist坦rica y estado del arte.
--------------------------------------------------------------------------------------------------------------
Jos辿 Luis Galm辿s Giralt - Dise単o innovador de diques verticales con geometr鱈as cil鱈ndricas.
Aj 8
Sainflou (1928)
Sainflou en 1928 introdujo una f坦rmula de presiones para ondas trocoidales
estacionarias que se reflejan en una pared vertical. Las presiones corresponden a ondas
que no rompen y que inciden normalmente contra el dique.
De acuerdo con esta teor鱈a hidrodin叩mica, el c叩lculo de estabilidad del muro
admite que la ola no produce un choque contra el paramento vertical, sino que las
trayectorias de las part鱈culas al llegar al paramento, se convierten en rectas verticales.
Los valores m叩ximos se dan: para la m叩xima sobreelevaci坦n (empuje de la
cresta) y para la m叩xima depresi坦n (succi坦n del seno).
La formulaci坦n adquiri坦 una r叩pida aceptaci坦n por los ingenieros de puertos en
todo el mundo.
Fig. (A2 2). Fuente: Dise単o de Diques Verticales, Vicente Negro et al.
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(Kh)
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TERMINAL AREA
- 2. OPERATIONAL PROCEDURES I. Curb management. II. Crowd control. III. Allocation of space. IV. Cleaning and maintenance.
- 3. CURB MANAGEMENT a. Effective signage must be presented. b. Drivers should not be allowed to leave their vehicle. c. Presence of uniformed enforcement officers. d. Use of a towing service. e. Speed limit should be instituted. f. Designated and marked areas should be implemented and enforced.
- 4. CROWD CONTROL a. Install stanchions in waiting areas. b. Ensure that processing points are sufficiently staffed in relation to demand. c. During peak times, position adequately trained employees in areas known to cause congestion. d. Feature recognition equipment at Security and at Immigration will reduce queuing time and crowding.
- 5. ALLOCATION OF SPACE Exclusive Use Each airline occupies, on a long-term basis, dedicated counters. Common Use Several airlines may share some counters when their schedule permits.
- 6. CLEANING AND MAINTANENCE Detailed description of the areas to be cleaned. Cleaning logos, to be located in each cleaning areas. Collecting complaint and compliment feedback from users. Place well visible signs when cleaning or closing public areas, especially washrooms. (a) Baggage conveying systems. (b) Elevators. (c) Escalators. (d) Moving sidewalks
- 7. Tokyo Haneda International Airport (World's Cleanest Airport 2019 by customers in the World Airport Survey)
- 9. GENERAL KNOWLEDGE Largest Terminal in the world: Dubai International Airport (Total terminal area: 1,972,474 sqm) Beijing Daxing International Airport will be completed by June 30 in 2019.