Morphotectonic analysis of two axial tributary basins of the San Juan river controlled by the Precordillera fold and thrust belt, Central Andes of Argentina

Morphotectonic analysis of two axial tributary basins of the San Juan river controlled by the Precordillera fold and thrust belt, Central Andes of Argentina

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Journal Pre-proof Morphotectonic analysis of two axial tributary basins of the San Juan river controlled by the Precordillera fold and thrust belt, Central Andes of Argentina Pablo A. Blanc, Flavia Tejada, Laura P. Perucca, Karen Espejo, Gabriela Lara, Nicolás Vargas PII:

S0895-9811(19)30281-0

DOI:

https://doi.org/10.1016/j.jsames.2019.102441

Reference:

SAMES 102441

To appear in:

Journal of South American Earth Sciences

Received Date: 7 June 2019 Revised Date:

23 November 2019

Accepted Date: 24 November 2019

Please cite this article as: Blanc, P.A., Tejada, F., Perucca, L.P., Espejo, K., Lara, G., Vargas, Nicolá., Morphotectonic analysis of two axial tributary basins of the San Juan river controlled by the Precordillera fold and thrust belt, Central Andes of Argentina, Journal of South American Earth Sciences (2019), doi: https://doi.org/10.1016/j.jsames.2019.102441. This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain. © 2019 Published by Elsevier Ltd.

CRediT author statement Pablo Blanc: Conceptualization, methodology, software, validation, formal analysis, investigation, writing, review, editing Flavia Tejada: methodology, software, investigation Laura Perucca: Conceptualization, methodology, validation, formal analysis, investigation, writing, review, resources Karen Espejo: methodology, software Gabriela Lara: methodology, software Nicolas Vargas: Resources. Other analysis tools

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Morphotectonic analysis of two axial tributary basins of the San Juan river

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controlled by the Precordillera fold and thrust belt, Central Andes of Argentina

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Pablo A. Blanc1, 2, Flavia Tejada1, 2, Laura P. Perucca1, 2, Karen Espejo3, Gabriela Lara1, Nicolás

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Vargas3

5

1

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Ignacio de la Roza 590, CP 5400 San Juan, Argentina.

7

2

8

Argentina.

9

3

Gabinete de Neotectónica y Geomorfología, INGEO-FCEFN, Universidad Nacional de San Juan, Av.

Grupo Geología del Cuaternario, CIGEOBIO-CONICET, Av. Ignacio de La Roza 590, CP 5400 San Juan,

Departamento Geología, FCEFN, Universidad Nacional de San Juan, Av. Ignacio de La Roza 590, CP 5400

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San Juan, Argentina.

11

[email protected],

12

[email protected],

13

[email protected],

14

[email protected],

15

[email protected]

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*Correspondence ([email protected])

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Abstract

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Analysis of several morphotectonics tools (longitudinal river profiles, knickpoints, swath profiles,

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and geomorphic indices) together with geomorphological, lithological, and structural data provided

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objective and quantifiable elements to improve the knowledge of the Quaternary tectonic activity in

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the region. In this study, we analyzed and compared two large intermountain basins located in the

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Precordillera of the Central Andes of Argentina. Local distortions in longitudinal river profiles and

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river patterns may reflect resistant lithology, an increase in shear stress, or differential surface uplift.

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Both basins have similar shapes, although one mirrors the other producing a large-scale broom-

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shaped drainage pattern. The values of the Asymmetry Factor and Transverse Topographic

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Symmetry Factor show opposite signs and almost identical values, suggesting that both basins have

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mirror symmetry independently of order and scale. The asymmetry in both basins would be a product

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of the progressive migration of the Andean orogenic front towards the east. Knickpoints were mainly

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associated with resistant rocks, faults with the scarp facing upstream, or both. In the reaches where

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the rivers flow across areas with presumed higher rates of uplift, we observed a reduction in the

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width of the active channel belt by lateral confinement and river pattern changes. The results

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presented in this paper constitute one of the first attempts to apply geomorphic indices to large

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drainage basins in the Precordillera fold-and-thrust belt.

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Keywords: morphotectonics, geomorphic index, fluvial basin, Precordillera.

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1.1 Introduction

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The development of river networks can often provide clues about the extent and characteristics of

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Quaternary tectonic deformation in an area (e.g., Jackson and Leeder 1994; Burbank and Anderson

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2001; Delcaillau et al. 2006). Active tectonics have a significant influence on the evolution of fluvial

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systems by controlling drainage patterns, watersheds erosion, and the morphology of valleys (e.g.,

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Keller and Pinter, 2002). Rivers are sensitive to these changes and, therefore, adjust their

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morphology over different periods depending on rock strength, climate, and tectonic activity (Hack,

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1973). Local distortions in the longitudinal river profile may reflect the presence of knickpoints

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caused by more resistant lithology, an increase in shear stress, or surface uplift. These anomalies in

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river profiles could reflect a stream in disequilibrium, where the headward erosion transmit base-

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level changes to the upstream valley (Bishop et al. 2005).

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A longitudinal river profile is a curve that arises from the relationship between elevation and

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upstream/downstream distance along a river channel and sometimes can thus provide insight into the

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tectonic evolution of a drainage basin.

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In

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geomorphological or climatic processes can be quite difficult. The methods and tools commonly

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used in the morphotectonic analysis (longitudinal profiles, knickpoints recognition, indices like basin

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elongation ratio, drainage basin asymmetry factor, transverse topographic symmetry factor, and

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stream sinuosity, among others) are highly sensitive to multiple variables such as lithology, tectonics,

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climate, and fluvial dynamics. However, fluvial anomalies—such as local development of meanders

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or a braided pattern, local widening or narrowing of channels, anomalous ponds, marshes or alluvial

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fills, variation in the width and continuity of the levees, and any abnormal curve or turn of the fluvial

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network—can also be indicators for active tectonics (Schumm et al., 2002; Struth et al., 2015;

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Perucca et al. 2018, among others).

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In this study, we analyzed and compared (from a morphotectonic point of view) two intermountain

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basins located between the orogenic fronts of Central and Eastern Precordillera (Fig. 1a, b). These

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two river basins, known as the De la Travesía and De la Ciénaga, are considerably extensive and

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stand out for their remarkable geological and tectonic complexity. Paleoseismological and

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morphotectonic studies (Bastías, 1986; Paredes and Perucca, 2000; Perucca et al., 2012, 2013,

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among others) have constrained long-term Quaternary deformation and active crustal faults in this

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region. These basins, drain to the Ullum-Zonda valley from the north and south respectively along a

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tectonic corridor called Matagusanos-Maradona-Acequión (Perucca, 1990) where two structural

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systems of opposite vergence converge and collide (Central Precordillera with eastern vergence and

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Eastern Precordillera with western vergence) (Fig. 1c). Both basins have a similar shape, and one

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appears to mirror the other (Fig. 1a), producing a large-scale broom-shaped drainage pattern

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according to the concept of Audemard (1999). As stated by Suriano et al. (2015), during the

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mountain building of Precordillera, active folds and thrusts deviated several rivers from the original

geologically

complex

basins,

attributing

morphotectonic

indicators

resulting

from

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W-E regional slope. These N-S axial fluvial systems flow to a large W-E transference river (San

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Juan River) that connects these basins draining the fold and thrust belt to the foreland region. In this

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way, the San Juan River and its tributaries converge in a single channel that crosses the Eastern

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Precordillera, developing a mega broom-shaped river pattern (Audemard, 1999) (Fig. 1a). Most of

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the rivers that cross W-E the N-S trending mountain ranges are controlled by NW, SW, and W-E

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lineaments (Baldis and Chebli, 1969; Oriolo et al., 2015; Pantano, 2015; among others).

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To recognize tectonic signals, we collected field data on the lithology and active faults features.

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Also, we constructed topographic swath profiles, longitudinal profiles, and analyzed the channel

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morphology of main rivers with the aid of river network geomorphic indices. The objective of this

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paper is to assess Quaternary and current deformation patterns and transient geomorphological

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processes with the aid of suitable morphometric and morphotectonic analysis, remote sensing and,

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field data. This assessment would allow us to gain a better understanding of the evolution and

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behavior of the foreland area during the last stage of the Andean orogeny.

86 87 88 89 90 91 92 93 94

Fig. 1. (a) Location of the De la Travesía and De la Ciénaga basins in Precordillera within San Juan province and Argentina, (b) Map of the western border of South America showing the main geological provinces and the flat-slab subduction segment of the Nazca plate, between 28° and 33°S based on Cahill & Isacks (1992) (compared with the Benioff geometry proposed by Pardo et al. 2002 and Alvarado et al. 2005a,b) main basement uplifts of Sierras Pampeanas (Jordan et al. 1989) (colored in pink), and location of the Precordillera fold and thrust belt (dark grey) (Ramos et al. 2002), (Modified from Ramos and Folguera, 2009). The red line represents the cross-section location, (c) Crustal-scale cross-section of the Precordillera, and Sierras Pampeanas. Scale 1:1 (Modified from Vergés et al., 2007; Siame et al., 2015).

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1.2 Geological Setting

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The geological province of Precordillera is a fold and thrust belt located to the east of the Andes

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Cordillera, between 28° 37' S and 33° 05' S (Fig. 1a, b, c). This province is constituted mainly of

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marine and continental Paleozoic sedimentary rocks and Cenozoic synorogenic deposits. In this

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region, the structural evolution of the Andes is the result of the oblique convergence between the

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Nazca and South America plates. The sub-horizontal geometry (flat slab) of the Nazca Plate has been

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held responsible for the migration of the orogenic front towards the east, the absence of volcanism,

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the intense intra-plate seismicity, the foreland uplift of the Sierras Pampeanas (Jordan et al., 1983)

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and, the tectonic activity occurred during the Quaternary, localized mainly on the Eastern

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Precordillera (Ramos et al. 1997; Costa et al., 2000). This flat-slab configuration has been attributed

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to the subduction of the Juan Fernández Ridge beneath the South American Plate (Pilger, 1981,

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Anderson et al., 2007) (Fig. 1b). At these latitudes, three main structural domains are defined in the

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eastern flank of the Andean orogen (Jordan et al., 1983; Ramos, 1988; Mpodozis and Ramos, 1989).

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From west to east, they are the Western and Central Precordillera, the Eastern Precordillera, and the

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Sierras Pampeanas (Fielding and Jordan, 1988; Ramos, 1988).

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The Central Precordillera is a thin-skinned fold and thrust belt with eastern vergence dipping

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between 20º and 30º to the west (Zapata and Allmendinger, 1996). Marine Ordovician limestone and

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marls, Devonian shales, Carboniferous fluvial deposits with marine intercalations, and synorogenic

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foreland sequences with the intrusion of Neogene acidic sub-volcanic bodies characterize this

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mountain range. The Quaternary is represented by heterogeneous Pleistocene-Holocene alluvial and

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lacustrine deposits (Fig. 1c, 2). The predominant lithology varies significantly, both texturally and

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compositionally, depending on the area of provenance. The alluvium exhibits a clear predominance

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of clasts of igneous rocks, sandstones, greywackes, and andesitic-dacitic rocks coming from the

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mountain ranges located to the west and within the study area.

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The Eastern Precordillera is characterized by west verging structures involving the basement, with a

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detachment down to 30 km deep (Comínguez and Ramos, 1991; Zapata and Allmendinger, 1996).

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These structures cut but do not expose the basement, showing a thick-skinned deformation

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mechanism similar to that of Sierras Pampeanas (Rolleri, 1969; Ortiz and Zambrano, 1981; Ramos,

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1988; Allmendinger et al., 1990). A core of Cambro-Ordovician calcareous rocks and, to a lesser

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extent, Silurian, Devonian and, Carboniferous marine siliciclastic rocks forms the Eastern

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Precordillera. A belt of Neogene synorogenic foreland sequences, constituted by alluvial deposits

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(Fig. 1c, 2), surrounds this Paleozoic core.

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1.3 Physical Geography

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The valley of Matagusanos (Fig. 1a) constitutes an elongated depression trending N-S with a

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maximum width of approximately 20 km. The Sierra de Villicum to the east and the Sierras de

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Talacasto and La Dehesa to the west delimit this depression, located at an average height of 900 m

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a.s.l. The ephemeral De la Travesía River is the primary collector of the basin. This river runs from

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N to S and flows into the San Juan River (Ullum Reservoir). The exoreic drainage allows us to

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define this depression as a "semibolson"—as opposed to closed depressions with centripetal

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drainage. Fine-grained deposits of an ancient playa lake (Fig. 2) occupy the central portion of the

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depression, with an approximate length of 20 km and a maximum width of 2 km. This playa lake,

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ephemerally flooded during the summer season, shows an almost flat surface with a scarce

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vegetation cover and incised gullies formed by headward erosion.

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140 141 142

Fig. 2. Lithological and structural map of the De la Travesía and De la Ciénaga basins (Modified from Paredes and Perucca, 2000; Ramos and Vujovich, 2000; Perucca et al., 2013, Lara et al., 2018; and Blanc, 2019).

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The valley of the De la Ciénaga River locates east of the Cerro Zonda, Cordón de las Osamentas and

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lower hills with an average N-S trend. To the east of the valley is the Sierra Chica de Zonda and

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Cerro Bayo (Figs. 1a and 2). This intermittent river drains from the southwest to the northeast,

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pouring its scarce flow into the valley of Ullum-Zonda. The maximum width of this depression

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(about 25 km) occurs in the De la Travesía river valley. At its narrower section, its width is less than

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5 km. The Barrancas playa lake locates in the southern sector of the depression and the upper section

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of the basin (Fig. 2). This ancient playa lake served as a depocenter for the rivers flowing from the

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eastern flank of the Cordón de Las Osamentas.

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In the study area, mountain ranges have a predominant N-S trend with an asymmetric transverse

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profile with its steeper flanks along the fault fronts. They show an extensive piedmont with elongated

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alluvial plains and ancient playa lakes with evidence of present fluvial incision. The Piedmont of the

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Central Precordillera has a remarkable width (~ 16 to 18 km) compared to the western piedmont of

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the Eastern Precordillera (~ 0.8 to 7 km). The depocenters along both basins are displaced towards

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the east, resulting in markedly asymmetric basins (Fig. 2). The piedmonts show alluvial fans,

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colluvial fans, debris cones, and some forms of erosion such as pediments (Fig. 2) with an alluvial

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cover of variable thickness. Fluvial plains and terrace levels associated with distributary fluvial

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systems of the collector-conoid river type (Suriano and Limarino, 2009) and playa lake deposits

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dominate the lower areas. The mouths of the De la Ciénaga and De la Travesía rivers are deeply

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affected by land use (i.e., crops, mines, alluvial control systems), all of which are exerting an

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influence on the current fluvial dynamics.

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The dominant climate is of the BWwka type according to the Köppen classification (Poblete and

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Minetti, 1989), where (BW) corresponds to dry desert climate with xerophyte vegetation or no

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vegetation with a summer concentration of rainfall (w), an annual average temperature of less than

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18ºC (k), and the temperature of the warmest month above 22ºC (a). Other features are intense solar

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radiation and high atmospheric transparency, as well as a marked annual and diurnal/nocturnal

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thermal amplitude.

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As mentioned before, streams that flow across the De la Travesía basin are ephemeral due to the

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scarce rainfall (approximately 80 mm/year). Instead, in the De la Ciénaga basin, rainfall is slightly

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higher (close to 100 mm/year on average). The latter presents an intermittent discharge. Some of its

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tributaries carry water throughout the year since they are partly fed by springs located along

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Quaternary faults such as the Papagayos River when it crosses the Maradona and Papagayos faults.

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(Lara et al., 2017, 2018) (Figs. 2 and 3). In both basins, most of the runoff comes from torrential

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summer precipitations. During short lapses, large flood peaks mobilize the thick detrital

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accumulations (debris and mudflows) on mountain slopes. However, snowmelt in the highest

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mountain ranges (mainly in the western part of the De la Ciénaga basin) also contributes to the basin

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runoff.

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Vegetation is predominantly shrubby, although there are also some low arboreal species and cacti.

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The distribution of vegetation is closely associated with the different landforms, soil type, and water

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availability (i.e., springs and water table position).

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Landforms in both basins relate to the fluvial dynamics of the San Juan River, which represents the

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local base level (Fig. 1a). This river presents a glacial-nival regime with an average annual flow of

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60 m3/sec and maximum runoff peaks occurring between December and January. Millenary floods

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might exceed 1,000 m3/sec (Perucca and Esper, 2009). Currently, numerous hydraulic works built for

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hydroelectric generation and irrigation purposes regulates the streamflow.

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1.4 Quaternary Tectonics

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Perucca (1990) characterized the succession of elongated N-S valleys in the boundary between

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Central and Eastern Precordillera as a tectonic corridor called Matagusanos-Maradona-Acequión

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(Fig. 1a). In the study area, its width varies between 5 km in its central portion (Zonda Valley) and

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25 km in the Matagusanos and the De la Ciénaga River valleys (Fig. 1a). To the east, this

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longitudinal tectonic valley is bordered by the sierras de Villicum, Marquesado, and Chica de Zonda

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(Eastern Precordillera). To the west, the Sierra de La Dehesa, Cerro Zonda, Sierra Alta de Zonda,

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Cordón de Las Osamentas, and low hills (Central Precordillera) borders this valley (Fig. 1a)

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(Perucca, 1990; Perucca and Onorato, 2011; Perucca et al., 2013).

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According to Zapata and Allmendinger (1996), the interaction between thrusts with opposite

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vergences during the Cenozoic favored the development of a thick-skinned triangle zone (Fig. 1c).

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The formation of this triangular zone would have begun after 2.7 Ma when the thick-skinned

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deformation system of the Eastern Precordillera became active (Zapata and Allmendinger, 1996).

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The evidence of Quaternary faulting recognized throughout the Matagusanos-Maradona-Acequión

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tectonic corridor is consistent with this structural style (Perucca et al., 2013; Audemard et al., 2016).

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Smalley et al. (1993) mentioned the Matagusanos valley as one of the areas with the highest

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seismicity in the province of San Juan. This valley may have originated as a depression bordered by

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reverse faults (Rolleri, 1969). Its subsequent evolution, however, could be closely related to thrusts

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with western vergence, which would justify its marked asymmetry and the depocenter located

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towards the east (Paredes and Perucca, 2000).

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On its eastern edge, the Matagusanos-Maradona-Acequión tectonic corridor is bordered by the

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Villicum-Zonda fault, which belongs to the Eastern Precordillera Fault System (Fig. 3) (Bastías,

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1986). This regional fault manifests itself along 145 km as a series of traces and segments (e1 to e9 in

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Fig. 3) with a mainly NNE trend, affecting the western flank of the mountain ranges of the Eastern

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Precordillera, between 31° S and 32° 20'S. These traces and segments are high-angle reverse faults

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with a western vergence that place Cambrian limestone and Neogene rocks over Quaternary alluvial

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deposits. These Quaternary deposits frequently develop anomalous slopes opposite to the original

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slope of the piedmont, progressive unconformities, and fault propagation folds (Siame et al. 2002,

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2005; Perucca et al., 2012; Blanc and Perucca, 2017; among others).

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In the western piedmont of the Sierra de Villicum in the De la Travesía basin, the poorly

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consolidated alluvial deposits make difficult the preservation of scarps and other morphological

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evidence of Quaternary faulting. However, a few scarps can be observed affecting older terraces in

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Quaternary alluvial fans, next to the mountain front of the Sierra de Villicum. Also, to the west and

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slightly away from this mountain front, Pliocene-Pleistocene deposits show discontinuous N-S

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trending scarps facing west along ~ 20 km (structures e3 and e4, Fig. 3). Another evidence of

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Quaternary tectonic activity is the presence of alluvial deposits from the Sierra de Villicum overlying

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the Pliocene-Pleistocene sequence with an anomalous slope (contrary to the original) possibly due to

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the activity of the e4 structure located to the west (Paredes and Perucca, 2000).

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South of the San Juan River, in the De la Ciénaga basin, the western front of the Sierra Chica de

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Zonda shows a sinusoidal shape bounded to the west by several parallel traces of the Villicum-Zonda

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fault (e1, e6, e7, e8 in Fig. 3). Horsetail-type faults branch from the main fault (e1) towards the

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northeast (Fig. 3). These subsidiary faults show activity at least until the upper Neogene. In the

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piedmont, between the CE-3 and CE-4 rivers, Perucca et al. (2012) pointed the presence of several

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"hanging" Quaternary alluvial levels, progressive unconformities, and anomalous slopes in the fill

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terraces dipping to the east with an average angle of 15 ° (Fig. 5a). Between the rivers CE-4 and CE-

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6 (Fig. 3), a series of foothills (made of old Quaternary alluvial deposits and calcareous rocks of

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Cambrian age) have been uplifted, together with their younger Quaternary alluvial cover, by a

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reverse fault subparallel to the main trace of the Villicum-Zonda fault (fault e6, Figs. 3 and 5b).

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Scarps related to this fault trend NW with the free face to the west (Perucca et al. 2012).

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The Central Precordillera orogenic front, characterized by its eastern vergence, constitutes the

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western edge of the Matagusanos-Maradona-Acequión tectonic corridor. In the piedmont of the

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Sierra de la Dehesa (De la Travesía basin), Bastías (1986) identified the east-verging Talacasto-La

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Dehesa fault (b1 and b2, Fig. 3). This fault has a length of 20 km, a ~N-S trend, and a dip of 60 ° to

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the east, affecting the alluvial fan of the Tambolar River (TW-3). Where this river crosses the fault

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trace, Neogene rocks can be seen overriding alluvial deposits assigned to the Quaternary, showing an

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east-facing scarp up to 18 m high (Paredes and Perucca, 2000).

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244 245 246

Fig. 3. Main Quaternary structural features from the De la Ciénaga and De la Travesía basins (Modified from Paredes and Perucca, 2000; Ramos and Vujovich, 2000; Perucca et al., 2013; Lara et al., 2018; and Blanc, 2019).

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248 249 250 251 252 253 254

Fig. 4. (a) View to the south of the Matagusanos Playa Lake showing headward erosion of the De la Travesía River, (b) View to the east of the Tambolar River valley in Lomitas de Matagusanos area. Note the flat bottom of the riverbed (FBR). The Sierra de Villicum can be seen far to the east, (c) View to the south of the anticline valley of the Lomitas de Matagusanos. A couple of west-verging reverse faults (d1, Lomitas de Matagusanos fault system) produced progressive tilting to the east of Pleistocene strath terraces. NeS: Neogene sandstones; NeC: Neogene conglomerates; Qad: Quaternary alluvial deposits.

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To the east and very close to the mountain front of the Sierra de la Dehesa, there are a series of low

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hills called Lomas del Salto. These hills have an approximate length of 10 km and a maximum width

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of 1.2 km and are affected on both flanks by high-angle opposite reverse faults. (C, Fig. 3). These

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faults place Silurian marine rocks over fluvial sedimentary rocks of Neogene age. The Lomas del

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Salto fault dips to the east between 40° and 70°. Conversely, the fault located on the eastern flank of

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these hills dips towards the west from 70° to 75° (Paredes and Perucca, 2000). To the north, these

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faults affect Quaternary alluvial deposits. Fine-grained clastic deposits (silts, light-colored clays),

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and a bank of travertine in a fault scarp related sag pond yielded an age of 16,575 ± 300 14C ka BP

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(Paredes and Perucca, 2000).

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To the east of the Lomas del Salto, lies the Blanquitos fault area (d2, Fig. 3) where several alluvial

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fans are affected by N-S trending subparallel faults. These faults dip to the east with a high angle at

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the surface and show counter-slope scarps with the free face facing west. Paredes et al. (1997) dated

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a bank of travertine along the Blanquitos fault plane at 28,422 ± 1,335 14C ka BP. Further east in the

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Lomitas de Matagusanos area, Paredes and Perucca (2000) identified high-angle reverse faults with

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western vergence (d1 in figs. 3, 4a-c). The Lomitas de Matagusanos hills are 35 km long, 3.5 to 4 km

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wide, and trend NE. Neogene rocks that form a west-verging fault propagation fold (Baldis et al.,

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1979) constitute these low hills. The entire sector shows clear evidence of Quaternary tectonic

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activity in the form of tilted and uplifted relict alluvial fan surfaces (Fig. 4c).

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To the south of the San Juan River, Perucca and Onorato (2011) described the Las Osamentas fault,

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located to the west of the De la Ciénaga basin (a10, Fig. 3). This fault has an azimuth of 350 º, dips

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30º to 45° to the west, and puts Carboniferous deposits over Pleistocene sediments. Towards the east,

276

in the piedmont of the Cordón del Espinacito and Cordón de las Osamentas, Bastías (1986) identified

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the Maradona reverse fault (a12, Figs. 3, 5c, and 5e). Lara (2015) named this 30 km-long set of NNW

278

trending parallel structures Maradona fault system, which places Neogene rocks over Quaternary

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alluvial deposits with an average 45° W dip and eastern vergence. These faults are easily

280

recognizable by a series of scarps and aligned springs with abundant vegetation. The alluvial cover

281

shows anomalous slopes and terraces (Perucca, 1990; Moreiras and Banchig, 2008; Perucca et al.,

282

2012; Lara, 2015; Lara et al., 2017, 2018). Based on the age of the affected alluvial levels, scarps

283

range from ~50 meters high to the north to small and eroded escarpments to the south where they

284

disappear beneath the alluvial cover. It is presumed that this fault continues further south as a blind

285

structure (Perucca and Vargas, 2014; Lara, 2015; Lara et al. 2017, 2018).

286

287 288 289 290 291 292 293 294 295 296

Fig. 5. (a) View to the northeast of the western flank of the Sierra Chica de Zonda in the reach 6 of the De la Ciénaga River. In the top of the foothills, piedmont related Quaternary deposits lie with an anomalous dip (opposite to the piedmont slope) on top of Cambrian limestone. The white arrow points to the location of the e8 structure. (b) View to the southeast. White arrows point Chica de Zonda fault scarp (e6). Piedmont related Quaternary alluvial deposits lie with anomalous dip on top of Cambrian limestone. (c) View to the west of the Maradona valley and the fault scarp (a12) pointed by the white arrows. In the background, the Cordón de las Osamentas. (d) View to the southwest of a natural exposure of the Papagallos fault (a17’) in the Papagallos River valley (CW-2), disrupting Pleistocene alluvial terraces and fine-grained deposits from fault-related springs. (e) Maradona thrust exposure, showing Neogene rocks overriding Quaternary alluvial deposits. Є: Cambrian; Ne: Neogene; Q: Quaternary.

297

Further east, the Cerro Tres Mogotes fault (a13, Fig. 3) constitutes a west-verging backthrust

298

associated with pre-Quaternary structures (Baldis and Chebli, 1969). On the eastern flank of the

299

Cerro Tres Mogotes, Perucca et al. (2012) recognized reverse faults with eastern vergence and N-S

300

trend in a natural exposure located on the left margin of the Papagallos River (CW-2, Figs. 3 and 5d).

301

These faults constitute a branch of the Papagayos fault (a17’, Fig. 3) (Perucca et al. 2012). They have

302

an almost N-S trend (8°) and dip 15° to 20° to the west affecting 20 m-thick Pleistocene alluvial

303

deposits and fine-grained deposits related to the upflow of groundwater along the fault. A second

304

fault, parallel to the previous one, shows an azimuth of 215° and dips 25° to the west. Fault-plane

305

displays striae suggesting a right-oblique movement (Perucca et al., 2012). In the fine-grained

306

deposits affected by these faults, these authors dated a carbonate level at 22,420 ± 390 years BP. The

307

last reactivation is considered to have occurred before this age.

308 309

2.1 Methodology

310

The analysis of morphometric parameters allows the identification of characteristics of a drainage

311

basin that could respond to active tectonic deformation (Keller and Pinter, 1996, 2002). In this work,

312

we analyze topographic, geological, and neotectonic data together with morphometric indexes to

313

describe and compare two genetically related basins in the Precordillera. We used GPS mapping,

314

topographic maps, Digital Elevation Models with a 45 and 5 m resolution from the National

315

Geographic Institute of Argentina (IGN), based on ASTER (Advanced Spaceborne Thermal

316

Emission and Reflection Radiometer) DEM (30 m), and satellite imagery interpretation to determine

317

the main geomorphic and morphotectonic features of the basins, due to the regional scope of the

318

study. Maps, profiles, and figures were plotted with QGIS (Quantum GIS) and Origin Software. For

319

greater clarity in the description, each one of the analyzed tributaries has been identified with a code

320

(T = De la Travesía, C = De la Ciénaga, E = east margin, W = west margin) and numbered in

321

upstream order.

322

The De la Travesía and De la Ciénaga basins were delineated based on the watershed divide concept

323

(an area in which all water flowing through it, goes to a common outlet). The stream order of a basin

324

assigns a numeric order to rivers based on the number of tributaries (Strahler, 1964). Being equal in

325

relation to the area, climate, and substrate, a larger order of a river basin implies a more developed

326

river (Horton, 1945).

327

To analyze the shape, geometry, and slope changes and to detect the presence of knickpoints, we

328

constructed longitudinal profiles of the main river and selected tributaries together with riverbed

329

lithology and main structures. Our regional morphometric analysis also relies on four basin-wide

330

topographical W-E swath profiles (3 km wide), obtained with SAGA GIS, with the mean, maximum,

331

and minimum elevations projected into cross-section planes. Such a window width ensures that the

332

minimum and the maximum elevations of the river valleys are measured. These profiles were

333

constructed W-E (i.e., transverse to the trends of river valleys: two across De La Travesía basin A-

334

A’, B-B’; and two across the De la Ciénaga Basin, C-C’ and D-D’) to identify several topographic

335

features, relief anomalies, and valley shape. To assess the behavior of the two primary collectors in

336

the study area (De la Travesía and De la Ciénaga rivers), we constructed two along-river swath

337

profiles, using their paths as baselines.

338

For river pattern analysis, we identified three types of channels: straight, bar-braided, and island-

339

braided, based on sinuosity, number of channels, and island stability (Schumm, 1985; Nanson and

340

Knighton, 1996). These patterns result from sediment size, load, stream power, and flow velocity

341

(Schumm, 1986), which in turn may respond to external forcing by tectonics or climate change

342

(Kirby and Whipple, 2012).

343

To determine the way in which Quaternary tectonic activity influences both basins, we used several

344

morphotectonic and morphometric indices together with the available geological, geomorphological,

345

and topographic data. Morphotectonic analysis using geomorphic indices can be used as a

346

preliminary reconnaissance tool to identify areas experiencing rapid tectonic deformation (e.g., Bull

347

and McFadden 1977; Keller and Pinter 1996, 2002). Drainage networks are highly sensitive to

348

tectonics, providing information about the tectonic behavior of a region. These indices have already

349

been used for basin characterization in other areas of the Central Andes of Argentina by Esper

350

Angillieri (2008, 2012); Perucca and Esper Angillieri (2011); Perucca et al. (2018), among others.

351

The morphometric and morphotectonic indices of both basins were quantitatively calculated using

352

GIS software. We divided these parameters into basic and derived parameters. Basic parameters are

353

area (A), perimeter (P), length (L), width (W), stream order (Nn), and main channel length (Mcl).

354

We calculated the main channel length (Mcl) and length (L), according to Schumm (1956). Derived

355

parameters are Basin Elongation Ratio (Er), Drainage Basin Asymmetry Factor (AF), Transverse

356

Topographic Symmetry Factor (T), and Stream Sinuosity (S) (Table 1). The Basin Elongation Ratio

357

(Er) is the ratio between the diameter of a circle, having the same area as that of the drainage basin,

358

and the maximum length of the basin (Schumm, 1956). When the value of Er deviates from one (0.6

359

to 0.8), the area is expected to have a sharp relief and a steep ground slope. The Asymmetry Factor

360

(AF) represents the drainage basin asymmetry and helps in determining the general tilt of the basin

361

landscape regardless of whether the tilt occurred due to local or regional tectonic deformation (Hare

362

and Gardner, 1984; Gardner et al., 1987; Keller and Pinter, 2002). It is determined by the formula:

363

AF = 100 (Ar /At) where Ar is the area of the basin to the right of the trunk stream while facing

364

downstream and At is the total area of the drainage basin. For a stream network that develops and

365

continues to flow in a stable setting and uniform lithology, the asymmetry factor should be equal to

366

50, whereas an unstable setting would give a variation from normal of either < 50 or > 50 (Keller and

367

Pinter, 1996).

368

The Transverse Topographic Symmetry Factor (T) is another way to establish the tilt direction. Cox

369

(1994) defined it as T = Da / Dd, where Da represents the distance from the midline of the drainage

370

basin to the midline of the active meander belt, and Dd corresponds to the distance from the basin

371

midline to the watershed divide. Perfectly symmetric basins have values of transverse topographic

372

symmetry (T) equal to zero. As the asymmetry increases, T increases and approaches the value of

373

one.

374

Stream Sinuosity (S) is defined as the ratio between the main channel length (Mcl) and valley length

375

(L). Schumm (1963, 1977) pointed out that stream sinuosity reflects the variability of the valley

376

slope and that changes in the valley floor slope produce downstream changes of sinuosity. Tectonic

377

activity is one of the conditions that control the changes in the valley floor slope (e.g., Schumm,

378

1986; Schumm et al., 2002).

379

3.1 Results

380

3.1.1 Longitudinal river profiles

381

The western tributaries of the De la Travesía River (TW-1 to TW-5), flow through several mountain

382

ranges and hills, and their paths lead them across a wide variety of active structures and rock types.

383

In these river profiles, most of the observed knickpoints are coincident with structures, contrasting

384

lithological contacts, or both (Figs. 6a, 2, and 3).

385

To the southwest, rivers TW-1 and TW-2 show very similar profiles and are affected by the same

386

structures. The most prominent knickpoints are related to the Talacasto-La Dehesa fault (b1),

387

especially where it exposes Ordovician limestone, and to the Lomitas de Matagusanos fault (d1)

388

which exposes Neogene sandstones and tuffs. However, in the Corral Viejo River (TW-2) between

389

structures a5 and B stands out a knickpoint that does not coincide with any known structure or

390

lithological contrast (Figs. 3 and 6a).

391

To the west, in the upper reaches of the Tambolar River (TW-3), subtle knickpoints coincide with the

392

Sierra de la Cantera fault traces (a1). Eastward, where TW-3 flows through the Cerro Tambolar fault

393

(a2), there is a marked knickpoint and a gradient reduction. Downstream of the structure a2, this river

394

shows entrenched meanders and a steepened valley floor in the reach coincident with the Cerro

395

Tambolar mountain range. At the end of the meandering reach, we observed a second knickpoint and

396

a gradient increase that does not coincide with any previously known structure or lithological

397

contrast. Downstream, coincident with the Los Gauchos fault (a4), there is an almost undetectable

398

convexity in the profile. The easternmost trace of the Talacasto-La Dehesa fault (b2, Figs. 3 and 9) is

399

one of the best examples of an active fault in the study area with at least 13 m of vertical uplift

400

during Late Pleistocene to Holocene. However, it was not possible to detect a knickpoint where TW-

401

3 crosses the fault trace. Contrarily, the older and presumed inactive main trace of the Talacasto-La

402

Dehesa fault (b1) that exposes Ordovician limestone produces a clearly visible knickpoint. We

403

observed the same situation in the river TW-5. The Lomas del Salto (c2) and Blanquitos (d2) faults,

404

despite showing in the field clear evidence of Quaternary tectonic activity, only seem to delimit river

405

reaches with slightly different slopes in the river profile. To the east of the Lomitas de Matagusanos

406

fault (d1), the TW-1, TW-2, and TW-3 rivers show a marked concavity. In the Lomitas de

407

Matagusanos, the Neogene strata outcrops forming an anticline valley or combe. As these sandstones

408

turn out to be easier to erode —even than the unconsolidated alluvial deposits— the profile of rivers

409

shows a strong concavity in this sector. Further east, after crossing the Lomitas Oriental fault (d3),

410

the profiles show a smooth convexity where the recent alluvial deposits follow the Neogene

411

conglomerates.

412

The tributary rivers that converge to the De la Travesía River from the east (TE-1 to TE-6) flow

413

across the western piedmont of the Sierra de Villicum and the Loma de Ullum. They are of a lesser

414

order than their western counterparts (TW-1 to TW-5). The TE-1 and TE-2 rivers flow across the

415

western piedmont of the Loma de Ullum, showing a slight concave to straight profile without

416

detectable knickpoints. Their beds are made entirely of alluvial deposits. The TE-4, TE-5, and TE-6

417

rivers flow across the western piedmont of the Sierra de Villicum. Their longitudinal profiles show a

418

significant gradient reduction where they leave the mountain front and enter into the valley (Fig. 6b).

419

This knickpoint coincides with the main trace of the Villicum-Zonda fault (e1, Fig. 3) that places

420

hard Cambrian limestone on top of poorly consolidated Neogene siltstones, sandstones, and

421

conglomerates (Fig. 2) (Ragona et al., 1995; Paredes et al. 1996; Paredes and Perucca, 2000; Ramos

422

and Vujovich, 2000; Meigs et al., 2006; among others). In their mid-reaches, these rivers show a

423

slightly convex profile and subtle knickpoints coinciding with structural lineaments and faults

424

(structures e3 and e4, Fig. 3).

425

Unlike the De la Travesía River —that flows along a depocenter unaffected directly by surficial

426

structures— the De la Ciénaga River seems to be controlled by faults (Fig. 3). It flows across or

427

parallel to the Papagallos (a17), Cerro Bayo occidental (e9), Chica de Zonda trace (e6), Cerro

428

Divisadero trace (e7), and the Río de la Ciénaga lineament (e8), taking advantage of the weakened

429

rocks or forced by the topography produced by these structures.

430

The western margin of the De la Ciénaga River (CW-3) and the Papagallos River (CW-2) show a

431

more graded profile. The Ancho River (CW-1) stands out as an exception showing several

432

anomalies. At first sight, we observed two marked gradient reductions located upstream of the

433

Osamentas fault (a10), and in the core of the Carboniferous rocks syncline (Fig. 6c, marked with an

434

asterisk). Contrarily, in the reach between the Sierra Alta de Zonda and the Cerro Zonda anticline,

435

CW-1 flows across the Alta de Zonda fault (a15, Fig. 3) developing a convex profile downstream and

436

exposing the Neogene sandstones and conglomerates bedrock.

437

In the eastern margin of the De la Ciénaga River, the tributary basins show a simpler geological

438

setting and are of a lesser order and size (<6 km2) than their western counterparts (e.g., the 140 km2

439

of the Papagallos River basin). Tributaries CE-1 to CE-6 flow across the steep western flank of the

440

Sierra Chica de Zonda constituted almost exclusively by Cambro-Ordovician limestone and

441

dolostones (Fig. 2). The faults affecting this piedmont seem to produce no knickpoints on the

442

longitudinal profile of rivers (e.g., the fault e1 in CE-4, Figs. 3 and 6d). Some of these rivers have

443

their headwaters on the flat summit of the Sierra Chica de Zonda, therefore showing a low gradient

444

followed by a sudden increase in slope on their upper reaches (CE-2 and CE-4 in Fig. 6d).

445

446 447 448 449 450

Fig. 6. Longitudinal profiles (upstream distance vs. altitude) of the main rivers and selected tributaries, showing lithology, primary structures, and knickpoints in the valley floor. The lithology and structure representation is schematic. (a) Western De la Travesía River tributaries; (b) eastern De la Travesía River tributaries; (c) western De la Ciénaga tributaries and (d) eastern De la Ciénaga River tributaries (see Fig. 3 for location).

451

3.1.2 Topographic swath profiles

452

Topographic swath profiles AA’, BB’, CC’, and DD’ exhibit a significant transverse asymmetry for

453

the De la Travesía and De la Ciénaga basins, where the axis of the Matagusanos and De la Ciénaga

454

valleys are displaced to the east (Figs. 7 and 8).

455

The analysis of these profiles shows that the mountain ranges of the Central Precordillera have a

456

highly incised and prominent relief. The maximum curve shows pointy peaks that usually coincide

457

with cohesive rocks in the hanging walls of thrusts, and deep valleys coincident with relatively

458

weaker rocks. The minimum curve also shows small peaks or steps that are related to cohesive rock

459

outcrops, fault scarps, or both. The separation between the maximum and minimum curves in the

460

piedmonts indicates the presence of ancient piedmont surfaces that show varying degrees of incision.

461

This configuration often occurs near to the mountain fronts where these surfaces are affected by

462

reverse faulting or up warping. On the other hand, when these curves converge indicate low to no

463

incision.

464

The Talacasto-La Dehesa fault (b1) (Figs. 3 and 6a) seems to coincide with a rapid decrease in the

465

max., min., and mean curves of the swath profile producing a knickpoint (Fig. 8, A-A’ and B-B’).

466

Also, the active trace (b2) (Fig. 9), together with the Lomas del Salto fault (c2) and its antithetic,

467

produces a gentle up-warping in the minimum curve (Fig. 8, A-A’ and B-B’). The Blanquitos fault

468

(d2) (Fig. 10a) generates an increase in the mean and maximum values, but its effect on the minimum

469

curve is not evident. On the other hand, the Lomitas de Matagusanos fault (d1) produces a clear peak

470

in the three curves. Finally, the Lomitas Oriental fault (d3) yields a strong knickpoint in the minimum

471

curve and a gentler counterslope in the mean and maximum curves (Fig. 8, B-B’). The Matagusanos

472

valley shows no marked incision (Fig. 10b) as the profile curves show similar and close maximum,

473

mean, and minimum values (Fig. 8, A-A’ and B-B’).

474

Conversely to the Matagusanos valley, the De la Ciénaga river valley shows several orographic units

475

related to surficial structures directly controlling the shape and position of the depocenter (e.g., the

476

Cerro Divisadero [related to fault e7] and the Cerro Bayo [related to fault e8]) (Fig. 8, C-C’). The

477

Osamentas fault (a10) seems to be coincident with a knickpoint in the max., min., and mean curves of

478

the swath profile (Fig. 8, D-D’). To the east, in the Maradona valley, it is noticeable that the active

479

Maradona fault (a12) shows little to no effect on the swath profile curves. Further east, the Tres

480

Mogotes fault (a13) coincides with a small peak in the maximum curve, indicating a topographic

481

high, yet it does not affect the minimum curve of the profile. Next, to the west of the Papagayos fault

482

(a17), the three profile curves show a gentle up-warping.

483

The mountain ranges of the Eastern Precordillera have steep mountain front slopes developed along

484

the high-angle and west-verging Villicum-Zonda reverse fault (Fig. 10c) with a steep piedmont. The

485

small relative distance between the maximum and minimum curves of the profile indicates a lower

486

degree of incision in the western flank of the Eastern Precordillera than those observed in the Central

487

Precordillera. In the western piedmont of the Sierra de Villicum, the three curves show a knickpoint

488

coincident with the Villicum occidental fault (e4). In the western piedmont of the Sierra Chica de

489

Zonda, there are several fault scarps not clearly visible in the swath profiles (Fig. 8, C-C’, and D-D’).

490 491 492

Fig. 7. Baselines of the swath profiles of the De la Travesía, Tambolar, and De la Ciénaga rivers, and the De la Travesía (AA’ – BB’), and De la Ciénaga (CC’ – DD’) basins.

493 494 495

Fig. 8. Transverse swath profiles of the De la Travesía (AA’ – BB’) and De la Ciénaga (CC’ – DD’) basins (see location in Fig. 7). The geometry of the main structures at depth is schematic.

496 497 498

Fig. 9. Southwest view of the easternmost scarp of the east-verging Talacasto-La Dehesa fault (b2) that crosses the Tambolar River (TW-3) (see Fig. 3). In the background, the Sierra de la Dehesa.

499 500 501 502 503 504 505

Fig. 10. (a) Aerial oblique view to the south of the west-verging Blanquitos reverse fault scarp (d2, Fig. 3). The quaternary fine-grained deposits shown in the picture, occupy an area with 1.6 km long and 400 m wide and are related to ancient fault aligned springs, (b) Aerial view to the southeast of the Matagusanos playa lake. In the background, the Loma de Ullum (right) and Sierra de Villicum (left), (c) View to the northeast of the western piedmont of the Sierra de Villicum. The white arrows point the location of the Villicum Occidental fault (e4) and the main Villicum-Zonda fault trace (e1).

506

3.1.3 Along-river swath profiles

507

To assess the behavior of the two primary collectors in the study area (De la Travesía and De la

508

Ciénaga rivers), we constructed two swath profiles along these rivers, using their paths as baselines

509

(Figs. 7 and 11). The along-river swath profiles show that the minimum curve coincides with the

510

riverbed while the mean and maximum curves describe the topography of the valley, low areas, and

511

river banks. The maximum curve indicates the steepness, shape, and incision of the mountain slopes

512

and the piedmont that confine the stream. The mean curve, whether approaches the maximum or

513

minimum curves, can be interpreted as indicative of the cross-section shape of these piedmonts or

514

mountain slopes. If the mean curve is similar in shape and close to the minimum curve, it indicates

515

that more or less graded piedmonts constitute the river banks. If the mean curve approaches the

516

maximum curve, it indicates incised river banks. Where the mean and maximum curves are irregular,

517

they are indicating deeply incised piedmonts or mountain slopes

518

The swath profile of the De la Travesía River shows a relatively small deviation between the

519

maximum, mean, and minimum curves, hence a high vertical exaggeration was required. Reaches 1

520

and 3 show higher maximum and mean values indicating steeper river banks. The reaches 2 and 4

521

show very close curves indicating a flat topography. Reach 2 coincides with the Matagusanos playa

522

lake. The high-frequency ruggedness of the mean and maximum curves, especially in reach 2, occurs

523

as a result of the presence of noise in the flat areas of the IGN DEM (45m).

524

In the De la Ciénaga River, reaches 1, 2, and 3 show a relatively high deviation between the

525

maximum, mean, and minimum curves suggesting steeper river banks and high confinement of the

526

stream related to the nearby presence of the Cordón del Infiernillo and the Sierra de la Cuchilla. In

527

the upper reach 4, the profile reflects the presence of the Cerro Bayo western flank on the right

528

margin of the river. The lower reach 4 and reach 5 show very close curves indicating a flat and

529

mostly unconfined channel belt. Finally, reaches 6 and 7 show a steep river bank controlled by the

530

western piedmont of the Sierra Chica de Zonda. The first two peaks in the maximum and mean

531

curves in the reach 6 coincide with the Cerro Divisadero, and the third and fourth peaks represent a

532

segment of the river lying down to the Sierra Chica de Zonda mountain slope.

533 534 535

Fig. 11. Along-river swath profiles of the De la Travesía and De la Ciénaga rivers showing the reach number used for river channel pattern analysis.

536 537

3.1.4 River channel patterns

538

The De la Travesía and De la Ciénaga main rivers were divided into reaches that show different

539

channel patterns (Figs. 11 and 12). We divided the De la Travesía River into four reaches, all of them

540

with riverbeds constituted by alluvial deposits (Figs. 11 and 12). Reach 1 shows a low sinuosity bar-

541

braided pattern and a mean active channel belt width of 65 m. Reach 2 shows a sort of straight

542

pattern as a result of a very gentle slope, with low sinuosity, and dominance of fine-grained deposits.

543

In this reach, the De la Travesía River cuts into deposits from the ancient Matagusanos playa lake.

544

Local streams cut the river banks and incise the flat surface of the playa lake by headward erosion,

545

forming gullies. The active channel belt width is approximately 950 m and shows a relatively high

546

width/depth ratio. In reach 3, the channel shows a straight pattern with an active channel belt width

547

of ~30 m, although its gradient remains similar to reach 2. The appearance of the Loma de Ullum in

548

the east could be responsible for this pattern change as a result of an increase in lateral confinement.

549

At last, reach 4 shows an island-braided pattern with moderate sinuosity and an active channel belt

550

width of ~330 m. In the lowest sector of this reach next to its mouth, the river enters the Ullum-

551

Zonda valley and develops unpaired downstream-divergent fluvial terraces (Fig. 12).

552 553 554 555

Fig. 12. Google Earth image showing river patterns for the De la Travesía River reaches (1) Single channel pattern (2) Single channel pattern. Small local tributaries formed by headward erosion in the playa lake show a dendritic pattern, (3) Very low sinuosity straight channel pattern, (4) Island-braided pattern.

556

Similar to the De la Travesía River, the De la Ciénaga River also shows an alluvial bed in its entire

557

length. Taking into account its marked structural control and more complex river patterns, we divide

558

it into seven reaches (Fig. 13). The reach 1 shows a bar-braided pattern, moderate sinuosity, an

559

average width of the active channel belt of ~95 m, and a scarce vegetation cover. In the reach 2, bar

560

size and stability increase (island-braided pattern) as the channel belt widens, reaching an average

561

width of ~322 m.

562 563 564 565

Fig. 13. Google Earth image showing river patterns for the De la Ciénaga River reaches: (1) Bar-braided channel pattern, (2) Island-braided pattern, (3) Bar-braided pattern, (4) Bar braided to island-braided pattern, (5) Island-braided pattern, (6) Single-channel to island-braided pattern, (7) Island-braided pattern.

566

The reach 3 shows a similar pattern to reach 1, more vegetation cover, and an average channel belt

567

width of ~170 m. In the reach 4, the valley is less confined, and the channel belt width increases.

568

After joining the Papagallos River (CW-2), the De la Ciénaga River develops a small and elongate

569

alluvial fan showing an island-braided pattern. The reach 5 varies from a low-sinuosity single-

570

channel pattern to an island-braided pattern, showing a variable active channel belt width. The reach

571

6 shows a single-channel pattern with moderate sinuosity and an active channel belt width of ~42 m.

572

In this reach, the river cuts through uplifted Quaternary alluvial deposits and Cambrian limestone of

573

the Cerro Divisadero and the western flank of the Sierra Chica de Zonda (Figs. 3 and 13). We

574

observed the presence of strath terraces carved on the right bank of the channel where the river

575

coincides with the trace of the De la Ciénaga lineament (e8) (Fig. 14a). Finally, in reach 7, the river

576

loses confinement and shows an island-braided pattern developing an elongated alluvial fan that

577

joins the Ullum-Zonda valley. In this reach, there are discontinuous fill terraces in the right bank of

578

the river (Fig. 13).

579

3.1.5 River basin morphometry

580

The characteristics and drainage pattern in young orogens constitute very good indicators of

581

Quaternary tectonic activity (Ouchi, 1985; Hallet and Molnar, 2001). Rivers are very sensitive

582

elements of fluvial landscape, and if a tectonic uplift occurs, it should be reflected in drainage basins.

583

The De la Travesía basin has an area (A) of 1120.52 km2, a perimeter (P) of 229.14 km, a length (L)

584

of 45.46 km, and a width of 24.65 km. The 6th order of the stream (Nn) indicates a moderate to high

585

discharge, channel width, and size of the basin (Table 1). The main river channel that crosses the

586

valley (De la Travesía River) is ephemeral in its entire course and shows a very low sinuosity

587

(S=1.06) (Table 1), with a main channel length (Mcl) of 48.44 km. The asymmetry factor (AF) of the

588

De la Travesía basin is 78.47, showing a deflection from the neutral value (Af =50). In this case, Af

589

>50 indicates that the main channel has shifted towards the downstream left side of the drainage

590

basin (to the east) (Keller and Pinter, 1996) (Table 1). Besides, the De la Travesía basin has a

591

Transverse Topographic Symmetry Factor (T) value of 0.55, suggesting an asymmetric river pattern.

592

On the other hand, the De la Ciénaga basin has an area (A) of 663.95 km2, a perimeter (P) of 174.34

593

km, a length (L) of 40.29 km and a width of 16.48 km. The 5th order of the stream (Nn) indicates a

594

moderate discharge, channel width, and size of the basin (Table 1). The main watercourse that

595

crosses the valley (De la Ciénaga River) is intermittent, showing a very low sinuosity (S=1.07)

596

(Table 1) with a main channel length (Mcl) of 43.04 km. The asymmetry factor (AF) of the De la

597

Ciénaga River basin is 22.6, indicating that the channel has shifted towards the downstream right

598

side of the drainage basin (Hare and Gardener, 1985), towards the east. Finally, the De la Ciénaga

599

River basin has a Transverse Topographic Symmetry Factor (T) value of 0.57, suggesting an

600

asymmetric river pattern.

601

The elongation ratio (Re) of the De la Travesía (Re= 0.83) and De la Ciénaga (Re= 0.72) basin,

602

indicates that the De la Ciénaga basin is barely more elongate. DE LA TRAVESÍA BASIN Area

0

A (km2)

1120,52 km2

Perimeter

0 0

P (km)

229,14 km

L (km)

45,46 km

W (km)

24,65 km

Mcl (km)

48,44 km

S

1,06

Nu

6

Re

0,83

AF

78,47

Length

 = /

Width Main channel longitude

 = /

Stream sinuosity Basin order (Strahler)

= ( 4/)

Elongation ratio

 = /

Asymmetry factor

 = 100(⁄ ) T

Transverse topographic symmetry factor

0,55

DE LA CIÉNAGA BASIN Area

0

A (km2)

663,95 km2

Perimeter

0

P (km)

174,34 km

Length

0

L (km)

40,29 km

W (km)

16,48 km

Mcl (km)

43,04 km

S

1,07

Nu

5

Re

0,72

AF

22,61

Width

 = /

Main channel longitude Stream sinuosity

 = /

Basin order (Strahler) Elongation ratio Asymmetry factor

= ( 4/)  = /  = 100(⁄ )

Transverse topographic symmetry factor

T

0,57

603

Table 1. Morphometric/morphotectonic indices for the De la Travesía and De la Ciénaga basins.

604

4.1 Discussion

605

4.1.1 Longitudinal river profiles

606

The analysis of the longitudinal profiles versus the riverbed geology proved to be a useful tool to

607

check the evidence of Quaternary tectonic activity in known structures and to detect possible new

608

structures, previously unknown or poorly documented.

609

Some knickpoints that did not coincide with any known structure or lithological contrast could be

610

possibly revealing their presence. For example, downstream of structure a2 in the Tambolar River

611

(TW-3), the profile shows a possible uplifted block (Fig. 6a). Morphotectonic evidence, like the

612

presence of an increased steepness of the valley floor and an anomalous river pattern forming incised

613

meanders, supports this hypothesis. Fairbridge (1968) defines as incised, intrenched, entrenched,

614

inclosed or ingrow meander, a meandering river valley that has cut down its bed into the bedrock,

615

because of uplift or lowered base level. The eastern border of the mentioned block, also marked by a

616

notable knickpoint, could be indicating the presence of a hypothetical second structure (a3, Figs. 3

617

and 6a) not mentioned in previous works. Similarly, the notable knickpoint located in the Corral

618

Viejo River (TW-2) between structures a5 and B could also be indicating the presence of a previously

619

unknown structure. However, more detailed studies and field data are required to confirm these

620

hypotheses.

621

Knickpoints related to faults with a marked lithological contrast between the hanging wall and the

622

footwall resulted not useful to assess tectonic activity. Lithology contrasts can have such a strong

623

influence on river morphology that completely masks tectonic signals. That is the case of the

624

knickpoints related to the Villicum-Zonda fault (e1) in the TE-4, TE-5, and TE-6 rivers, and the

625

knickpoint related to the Talacasto-La Dehesa fault (b1) in the Tambolar River (TW-3) (Fig. 6a).

626

Both faults expose Cambro-Ordovician limestone; however, the Villicum-Zonda fault shows plenty

627

of morphotectonic evidence of Quaternary activity, contrarily to the Talacasto-La Dehesa fault main

628

trace (b1) that shows no such evidence.

629

In poorly consolidated rocks or alluvial deposits, knickpoints related to active structures may not be

630

preserved, yet in many cases, the river profile appears up-warped in the hanging wall of the fault.

631

That is the case of the TE-4, TE-5, and TE-6 river profiles upstream of the Villicum Occidental fault

632

(e4) (Fig. 6b). The presence of Quaternary alluvial levels with an anomalous slope (contrary to the

633

normal slope of the landform) in the western piedmont of the Sierra de Villicum (Paredes et al. 1996;

634

Paredes and Perucca, 2000), provides morphotectonic evidence indicative of eastward tilting

635

produced by the Villicum Occidental fault (e4) during the Quaternary.

636

Conversely to the rivers that cut through the Lomitas de Matagusanos, the Ancho River (CW-1)

637

profile in the De la Ciénaga River basin shows a convexity where the river cuts through the same

638

Neogene sandstones (Figs. 3 and 6c). Within this reach, the river channel is incised in the bedrock

639

with a thin or without alluvial cover, suggesting a higher rate of relative tectonic uplift in this sector

640

during the Quaternary.

641

When crossing the Osamentas (a10) and Espinacito (a11) faults, CW-1, CW-2, and CW-3 show no

642

detectable knickpoints despite these faults are located in a place with favorable conditions for the

643

preservation of knickpoints, that is a hard rock substrate and low erosive power of the streams due to

644

low water flow and/or a high sediment load (debris flow). This situation could be indicative of a

645

relatively low Quaternary tectonic uplift rate for these faults when compared to nearby structures like

646

the Maradona fault (a12).

647

In the Papagallos River (CW-2), the most notable knickpoints coincide with the Papagallos (a17) and

648

Maradona (a12) faults. Both faults expose soft Neogene sandstones and mudstones (Fig. 6d). The

649

preservation of these knickpoints could be a result of the low erosive power of the streams, a high

650

tectonic uplift rate, or both. Perucca and Vargas (2014) estimated a 1 mm/yr rate of uplift for these

651

faults.

652

In the headwater of the De la Ciénaga River, the Barrancas fault (a12) exposes Carboniferous rocks

653

that dammed the local streams, forming during the late Pleistocene the Barrancas playa lake (Fig.

654

14b). This fault also deforms the fine-grained deposits of this ancient playa lake, suggesting that it

655

has remained active to at least the final stages of the Pleistocene epoch.

656

At the study area scale, we observed that knickpoints associated with active structures that do not

657

produce a lithological contrast were formed mainly on hard rocks, faults with the scarp facing

658

upstream, or both. On the other hand, structures with evidence of Quaternary tectonic activity did not

659

produce knickpoints in soft rocks or faults with the scarp facing downstream. For example, where the

660

Tambolar River (TW-3) crosses the easternmost trace of the Talacasto-La Dehesa fault (b2, Figs. 3

661

and 9). It seems that fault scarps formed facing downstream are less likely to be preserved than those

662

formed with the scarp facing upstream. In the first case, the scarp would produce a local increase in

663

the stream gradient, boosting stream power and, consequently, erosion. The scarp would be then

664

swiftly degraded by headward erosion. In the second case, the scarp would produce a local decrease

665

in the stream gradient, reducing stream power and therefore reducing the erosive power of the

666

torrent, favoring the preservation of the scarp and newly formed topography. This situation may

667

suggest that thrusts with vergence opposite to the flow direction of rivers would be more difficult to

668

cut through than those orographic units formed from thrusts with the same vergence than the river

669

flow direction —without taking into account other variables. In any case, the potential preservation

670

of any knickpoint, scarp, or topography also depends on the lithology and the erosive power of the

671

stream.

672

4.1.2 Topographic swath profiles

673

The topographic swath profiles show two asymmetrical basins, with the N-S river axis displaced

674

towards the east and the highest elevations to the west, in Central Precordillera (>3000 m a.s.l.).

675

Results suggest that the asymmetry of both basins would not be the result of a lateral tilting, but

676

rather a product of the different rock type, geometry, and vergence of thrusts between the Central and

677

Eastern Precordillera.

678

Quaternary deformation is not always evident in these swath profiles. However, an increase in the

679

deviation between maximum, mean, and minimum curves in the piedmonts, when showing a parallel

680

or up-warped geometry, usually coincides with areas with morphotectonic evidence of Quaternary

681

uplift.

682

Topographic swath profiles also indicate that Central Precordillera shows a higher degree of incision

683

than Eastern Precordillera, suggesting an older relief and a more developed river network.

684

4.1.3 Along-river swath profiles

685

The swath profile of the De la Travesía River shows a deviation between the max and min curves in

686

its headwaters as it crosses the main N-S mountain ranges, also suggesting greater slopes.

687

Downstream, the curves indicate a flat topography, when the river traverses the Matagusanos Playa

688

Lake. By contrast, the De la Ciénaga River is characterized by relatively high valley walls and

689

terraces that confine the channel forming a narrower floodplain. In this way, the along-river swath

690

profiles analysis shows that the De la Ciénaga River frequently interacts with steep piedmonts and

691

mountain slopes, suggesting a higher degree of structural control when compared to the De la

692

Travesía River.

693

4.1.4 River channel patterns

694

The change in the river pattern between reaches 1 and 2 of the De la Travesía River is due to a

695

widening of the Matagusanos valley and the reduction of the slope of the valley (Fig. 12). Between

696

reaches 2 and 3, the change in river pattern is a result of the narrowing of the valley due to the

697

appearance of the Loma de Ullum nearby to the east, which partially blocks the outlet of the valley to

698

the south. There is no significant variation in slope. The change in the river pattern between reaches

699

3 and 4 is coincident with a significant increase in the valley slope. The straight channel of reach 3

700

increases its sinuosity markedly in reach 4 transitioning into a bar-braided system. As the width of

701

the active channel belt grows progressively downstream, the pattern changes to an island-braided

702

system. This phenomenon is coincident with a remarkable morphological change in the Loma de

703

Ullum that reaches its maximum height at this point and considerably reduces its width and height

704

towards the south, controlled by an NW trending lineament (Fig. 3). This marked increase in the

705

slope and the presence of downstream-divergent terraces next to the river mouth would indicate that

706

the De la Travesía River is still adjusting to the local base level represented by the Ullum-Zonda

707

Valley. The tectonic uplift of the Loma de Ullum continuously interferes with this process, which

708

probably gives the Matagusanos valley its status of semi-bolson. However, the presence of streams

709

and gullies in the reach 2 within the ancient Matagusanos playa lake (Figs. 4a and 12) suggests that

710

fluvial incision rates prevail over the uplift rates of the Loma de Ullum. The downstream-divergent

711

terrace system possibly responds to successive base level drops associated with the Holocene capture

712

of the San Juan River by the Ullum gorge (Blanc and Perucca, 2017).

713

In the De la Ciénaga River, the channel pattern is braided along its entire length (Fig. 13). However,

714

we observed variations in the width of the active channel belt and the type of braiding: island-braided

715

vs. bar-braided. These variations could be related to the effects of Quaternary tectonic deformation.

716

In the reaches where the river flows across areas where Quaternary uplift is presumed, there is a

717

tendency to reduce the width of the active channel belt by lateral confinement and to develop a bar-

718

braided pattern. The narrowing of the valley causes this confinement by the presence of steep

719

piedmonts or the appearance of rocky outcrops out in the river bank. In the remaining reaches, the

720

width of the active channel belt increases, and the river develops an island-braided pattern with less

721

interference from nearby piedmonts.

722

The presence of Quaternary terraces on the right bank of the De la Ciénaga River in reaches 5, 6, and

723

7 (Fig. 14a), some of which are strath terraces carved in limestone suggests the presence of a reverse

724

fault along the e8 lineament. This proposed fault would have been active during the Late Pleistocene.

725

4.1.5 River basin morphometry

726

Even though the obtained river basin morphometric parameters are too general (due to the extension

727

and complexity of the basins), it is possible to make the following observations (Table 1).

728

The basin of the De la Ciénaga River is 41% smaller than the basin of the De la Travesía River. The

729

elongation ratio indicates that both are slightly elongated basins, with the De la Ciénaga being 13.6%

730

more elongated than the De la Travesía. In tectonically active regions, basin elongation is indicative

731

of regional stress direction. Siame et al. (2005, 2006) suggested that the predominant N-S fault

732

population in the Precordillera area shows approximately horizontal east–oriented maximum

733

principal stress (σ1).

734 735 736 737

Fig. 14. (a) View to the east of a strath terrace (Quaternary alluvial deposits [Q] on top of Cambrian limestone [CL]) in the right margin of De la Ciénaga River in the reach number 6. (b) View to the southwest of the Barrancas playa lake showing headward incision of the De la Ciénaga River.

738

The almost identical opposite values of the asymmetry factor and the transverse topographic

739

symmetry factor, suggest that both basins have mirror symmetry, independently of their order and

740

scale. As mentioned before, the asymmetry of both basins would not be the result of a lateral tilting,

741

but rather a product of the geometry and different vergences of thrusts between the Central and

742

Eastern Precordillera. Eastern Precordillera is a back-thrust system that involves basement rocks and

743

has western vergence. As previously stated, mountain fronts formed from structures with vergence

744

opposed to the flow of rivers, are a more difficult obstacle to cut through. This situation forced the

745

rivers to join and divert to take a new north-south trend, giving rise to a large-scale broom-shaped

746

pattern according to the concept of Audemard (1999).

747

5.1 Conclusions

748

The analysis of several morphotectonics tools (longitudinal river profiles, knickpoints, swath

749

profiles, and geomorphic indices) together with geomorphological, lithological, and structural data

750

provided objective and quantifiable elements to improve the knowledge of the Quaternary tectonic

751

activity in the region. This analysis also allowed us to test the effectiveness of these methods in a

752

geologically complex area with a well-known Quaternary tectonic setting.

753

The longitudinal river profiles and knickpoints yielded data that suggest the existence of previously

754

unknown structures or areas affected by Quaternary deformation. The knickpoints related to faults

755

with a marked lithological contrast between the hanging wall and the footwall resulted not useful to

756

assess tectonic activity. Lithology contrasts have a strong influence on river morphology that

757

completely masks tectonic signals. In poorly consolidated rocks or alluvial deposits, knickpoints

758

related to active structures were not preserved, yet in many cases, the river profile appeared up-

759

warped in the hanging wall of the fault.

760

At the study area scale, we observed that faults with evidence of Quaternary tectonic activity did not

761

produce knickpoints if soft rocks constitute the hanging wall and the footwall. The same situation

762

occurs if the faults generate a downstream facing scarp. These results suggested that thrusts with

763

vergence opposite to the direction of flow of rivers would be more difficult to cut through than those

764

with vergence in the same direction of the river flow, depending on whether the fault scarp increases

765

or decreases the local gradient (and the stream erosive power) of the river.

766

Quaternary deformation is not always evident in swath profiles. However, swath profiles curves that

767

show a parallel or up-warped geometry in the piedmonts, usually coincide with areas with

768

morphotectonic evidence of Quaternary uplift. The along-river swath profiles showed that the De la

769

Ciénaga River frequently interacts with steep piedmonts and mountain slopes, suggesting a higher

770

degree of structural control when compared to the De la Travesía River.

771

River pattern analysis showed variations in the width of the active channel belt and the type of

772

braiding related to the effects of Quaternary tectonic deformation. In the reaches where rivers flow

773

across areas where Quaternary uplift is presumed, we observed a tendency to reduce the width of the

774

active channel belt by lateral confinement and to develop a bar-braided pattern.

775

The W-E tributary rivers from the mountainous and piedmont areas flow to the main N-S collectors

776

(De La Travesía and La Ciénaga rivers). Both rivers drain to the W-E San Juan river, forming a large

777

scale broom-shaped pattern. This type of pattern is a common morpho-structural expression of thrust

778

faults on river networks.

779 780

Acknowledgments

781

We thank the editor and the reviewers for providing comments that helped to improve our

782

manuscript significantly. The authors acknowledge funding from PIP 92.CO (CONICET), PICTO

783

AGENCIA 2016-0995, and CICITCA 21/E1052. Pablo A. Blanc and Flavia Tejada acknowledge a

784

doctoral fellowship provided by the Consejo Nacional de Investigaciones Científicas y Técnicas

785

(CONICET).

786 787

788

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789

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Highlights

• • • •

Morphotectonic analysis of two specular river basins Active tectonics have a significant influence on the evolution of fluvial systems Results could be useful to understand Quaternary geomorphic and tectonic evolution Analysis of transient processes, tectonic-lithological knickpoints and topography

Declaration of interests ☒ The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper. ☐The authors declare the following financial interests/personal relationships which may be considered as potential competing interests: