Investigación en Ingeniería Civil y Ambiental - (INVICA)

URI permanente para esta colecciónhttp://hdl.handle.net/11634/23230

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Mostrando 1 - 20 de 43

Juego de vertederos de cresta delgada, cuatro tipos (influencia de la aireación en la forma de la napa y los coeficientes de una presa)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
Demonstrate the influence of aeration on the shape of the pad in a thin-crested dam and the weir coefficients for all dams.
Juego de vertederos de cresta delgada, cuatro tipos (determinación experimental de una napa libre)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The weir coefficients of different plate dams will be experimentally established, in order to determine the shape of a free layer and compare it with the theoretically calculated shape.
Vertedero de perfil ogee con dos tipos de salidas (tipos de flujo y transición de flujo)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The dependence between the position of the hydraulic jump and the downstream level will be displayed. Likewise, the flow over ogee ridge dams with different outlets will be related.
Tubo de pitot en el canal hidráulico.
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The dynamic pressure will be determined by means of the pitot tube, in order to calculate the speed of the water flow along the hydraulic channel.
Vertedero de cresta ancha (caída libre, chorro sumergible y napa)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The different conditions of the fall in the dam will be demonstrated. The difference between free fall (overflow dam) and submersible jet (submersible dam) is clarified. The effects of different edges of the dam on the layer behind the dam will be evidenced.
Vertedero de cresta ancha (caudal)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The discharge under free fall and submersible jet conditions will be demonstrated and calculated for the broad-crested weir with rounded, sharp edges.
Vertedero de perfil ogee con dos tipos de salidas (caudal y altura)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The dependence between head and flow will be demonstrated in order to relate the flow over ogee ridge dams with different outlets. In addition, the discharge will be calculated and compared with the measured flow.
Vertedero de perfil ogee con dos tipos de salidas (Resalto hidráulico)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The dependence between the position of the hydraulic jump and the downstream level will be displayed. Likewise, the flow over ogee ridge dams with different outlets will be related.
Vertedero de sifón
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The discharge coefficient of a fully evacuated siphon weir can be determined experimentally.
Box culvert (descarga libre)
(2021-03-02) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The behavior of the flow in an open channel will be understood when a work of passage coexists in the cross section of the flow. The different discharge scenarios will be analyzed in a partially filled or completely filled passageway under free discharge conditions.
Compuerta plana deslizante (Descarga Libre)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The relationship between the height of the gate opening and the level upstream will be analyzed, the hydraulic jump will be observed and finally the discharge under the gate will be calculated. In order to demonstrate free discharge under a downstream flat slide gate.
Demostración teorema de Bernoulli
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
In order to prove Bernoulli's theorem on the hydraulic bench, the pressure and velocity along the venturi tube will be measured and the flow rate through it will be determined.
Elementos de la disipación de energía.
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The flow with energy dissipation elements will be demonstrated, as a function of the hydraulic shoulder, the dissipation bowl and the energy dissipation with the different elements.
Pérdida de carga por longitud.
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
In order to determine the frictional head loss experimentally, the Reynolds number will be calculated for the different types of flow and the flow rate that flows through the pipe.
Pérdida por accesorios.
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The load losses of a current that circulates through a pipe will be determined, with 7 types of accessories to control the direction of the flow. The loss coefficients Km and the flow that flows through the pipe will be calculated.
Compuerta plana deslizante (Descarga de remanso)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The relationship between the height of the gate opening and the level upstream will be analyzed, the hydraulic jump will be observed and finally the discharge under the gate will be calculated. In order to demonstrate backwater discharge under a flat sliding gate with impounded downstream.
Box culvert (descarga libre)
(2021-03-02) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomas
The behavior of the flow in an open channel will be understood when a work of passage coexists in the cross section of the flow. The different discharge scenarios will be analyzed in a partially filled or completely filled passageway under free discharge conditions.
Compuerta de segmento (Descarga libre)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The relationship between the height of the gate opening and the level upstream will be analyzed, the hydraulic jump will be observed and finally the discharge under the gate will be calculated. In order to demonstrate free discharge under a downstream segment gate.
Compuerta de segmento (Descarga de remanso)
(2021-02-22) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA; Universidad Santo Tomás
The relationship between the height of the gate opening and the level upstream will be analyzed, the hydraulic jump will be observed and finally the discharge under the gate will be calculated. In order to demonstrate backwater discharge under a segment gate with impounded downstream.
Box culvert (descarga de remanso)
(2021-03-02) CORTÉS ZAMBRANO, MELQUISEDEC; MATEUS MATEUS, TANIA YULIETH; SILVA LÓPEZ, CAMILA ANDREA
The behavior of the flow in an open channel will be understood when a work of passage coexists in the cross section of the flow. The different discharge scenarios will be analyzed in a partially filled or completely filled passageway under backwater discharge conditions.

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