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	<owl:Ontology rdf:about="//restorerivers.eu/wiki/index.php?title=Special:ExportRDF/Case_study-3AExperimental_flood_in_the_Pisuerga_river">
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		<rdfs:label>Case study:Experimental flood in the Pisuerga river</rdfs:label>
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		<property:Additional_link rdf:resource="http://https://www.sciencedirect.com/science/article/pii/S1462901117301545"/>
		<property:Additional_link_description rdf:datatype="http://www.w3.org/2001/XMLSchema#string">All information on this page is copied from this article written by Fernando Magdaleno.</property:Additional_link_description>
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		<property:Lessons_learnt rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Thus, the experimental flood release showed limited geomorphic
benefit, despite reaching (or even overtopping) the channel banks. Most
changes were related to the transport of fine sediments, but they did not
enhance habitat variation, or create new fluvial forms. Cebrián et al.
(2015) suggested that the results may have been associated with
extensive modification of the channel after six decades of dam management.
Bed incision or unbalanced river morphology could be hampering
the geomorphic influence of ordinary flows, requiring higher flows than
theorised to enhance sound morphological and ecological changes.</property:Lessons_learnt>
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		<property:Main_contact_forename rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Fernando</property:Main_contact_forename>
		<property:Main_contact_surname rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Magdaleno</property:Main_contact_surname>
		<property:Management_interventions rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Experimental flood</property:Management_interventions>
		<property:Measures_values rdf:datatype="http://www.w3.org/2001/XMLSchema#string">,, ,Experimental flood,,,</property:Measures_values>
		<property:Monitoring_surveys_and_results rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Analyses of the ecomorphological effects of the controlled flood
were based on monitored changes in river morphology, suspended load
transport, and bedload transport. River morphology was analysed in
terms of variation in the geometry of two channel sections (one in a
riffle, one in a pool) along the study sub-reach, variation in the
granulometric composition in those two sections, and assessments of
the refuge index for fishes (García de Jalón et al., 1993) and the river
habitat index (IHF – Pardo et al., 2002). Suspended load was measured
in 10 different water samples. Bedload transport was analysed in four
different locations by measuring the size of pre-coloured coarse
sediments over 1 × 1 m2
, and their relative motion along the channel
(Leopold, 2006).

Monitoring showed that changes in the river micro- and mesohabitats
were highly limited (Cebrián et al., 2015) (Table 1). The
variables analysed were only slightly modified and the values of habitat
indices were consistent with pre-flooding conditions. The value of the
suspended load transport was low and in direct response to flow
changes, which could indicate that the origin of the suspended
sediments was in the channel downstream of the dam. For bedload
transport, most removed particles were smaller than 64 mm and were
concentrated in the pool area, likely due to the high increment of water
velocity. Larger particles were occasionally removed or flipped.</property:Monitoring_surveys_and_results>
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		<property:Project_summary rdf:datatype="http://www.w3.org/2001/XMLSchema#string">The release of the experimental flood was performed in May 2014 in
order to improve river processes downstream of the dam (the Requejada Dam), and to
increase geomorphic and ecologic dynamics—nowadays impoverished
by dam operation. The release was conducted under a number of
constraints: (i.) ensuring the security of people and property (the
flooding protocol had to be activated in the river); (ii.) accommodating
an existing fishing preserve (Quintanaluengos), whose managers requested
a specific day of the week for the discharge; (iii.) the hydraulic
characteristics of the open-channel spillways in the dam (bottomwithdrawal
was not used during the discharge).

The flood was approximately calculated to fill the ordinary channel,
with a peak discharge of 96 m3
/s (associated with a recurrence interval
of 2.4 years), duration of 10.5 h, and total volume of 0.82 hm3
. The ramping rates were adjusted via logistic functions, and modified in the
hydrograph every 10 min (Fig. 2). In some river sections, the flow
slightly overtopped the bank and created minor flooding in adjacent
fields.</property:Project_summary>
		<property:Project_title rdf:datatype="http://www.w3.org/2001/XMLSchema#string">Experimental flood in the Pisuerga river</property:Project_title>
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		<property:Supplementary_information rdf:datatype="http://www.w3.org/2001/XMLSchema#string">References

Cebrián, M., Minaya, R., Prieto, L., Rodríguez, J., Rodríguez, I., 2015. Primer ensayo de
evaluación de caudal generador en la cuenca del Duero aguas abajo de la presa de
Requejada (río Pisuerga, Palencia). In: Actas del II Congreso Ibérico de Restauración
de Ríos (Restauraríos). Pamplona. pp. 54–64.

García de Jalón, D., Casado, C., Mayo, M., Gallego, B., García, J., Brotons, P., Hervella, F.,
Mingo, A., 1993. Fijación de caudales mínimos ecológicos para los ríos Esla, Pisuerga,
Duero y Duratón. C.G.S. S.A.

Leopold, L.B., 2006. A View of the River. Harvard University Press, Cambridge
Massachusetts (298 p.).

Pardo, I., Álvarez, M., Casas, J., Moreno, J.L., Vivas, S., Bonada, N., Alba-Tercedor, J.,
Jáimez-Cuéllar, P., Moyà, G., Prat, N., Robles, S., Suárez, M.L., Toro, M., VidalAbarca,
M.R., 2002. El hábitat de los ríos mediterráneos: Diseño de un índice de
diversidad de hábitat. Limnetica 21 (3-4), 115–133.

For more references, please check the link to the article above.</property:Supplementary_information>
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