Geomorphology 138 (2012) 263–275
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Geomorphology
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Landscape evolution and glaciation of the Rwenzori Mountains, Uganda: Insights from numerical modeling
Georg Kaufmann ⁎, Douchko Romanov
Institute of Geological Sciences, Geophysics Section, Free University of Berlin, Malteserstr. 74-100, Haus D, 12249 Berlin, Germany article info abstract
Article history: The Rwenzori Mountains are a high alpine mountain chain, about 40×80 km in size, just north of the equator in the Received 1 October 2010 westernbranchoftheEastAfricanRiftSysteminAfrica.The central part of the mountain chain is located in Uganda, Received in revised form 5 September 2011 and the highest peak, the Margherita Peak with 5119 m, lies on the border to the Democratic Republic of Congo. Accepted 8 September 2011 Topography is very pronounced, with steeply incised valleys and clear glacial landforms in the upper part of the Available online 28 September 2011 mountain chain. The Rwenzori Mountains are an unusually high mountain chain located in the extensional setting of the East African Rift System, and the large elevation poses a challenging problem for geodynamists to explain. Keywords: fl Rwenzori Mountains We have used the landscape evolution model ULTIMA THULE, which combines hillslope diffusion, uvial erosion, Landscape evolution and glacial abrasion and is driven by a climate driver, simulating the variations in temperature, precipitation, and Morphology relief over several glacial cycles. With a simulation time of 800 ka, we test the hypothesis of climate–tectonic in- Ice sheets climate modeling teractions on the uplift of the Rwenzori Mountains. Our results show that a moderate cooling of around 6° causes widespread glaciation of the high mountain regions as observed during the peak glacial phases, and that morphological processes degrading the landscape allow for a tectonic uplift rate of around 0.5 mm a−1. © 2011 Elsevier B.V. All rights reserved.
1. Introduction been glaciated several times throughout the Pleistocene ice-age cycles. We use the numerical landscape evolution model ULTIMA THULE,which The evolution of mountain landscapes is controlled by both climatic combines hillslope erosion, fluvial erosion, and glacial abrasion and is and tectonic forces (Molnar and England, 1990; Burbank et al., 2003; driven by climate boundary conditions (temperature, precipitation, Reiners et al., 2003). While numerical modeling of mountain landscapes and relief). The model is used to simulate the last 800 ka of evolution shaped by fluvial and hillslope erosion has been investigated intensely in the Rwenzori Mountains, covering several glacial phases. We in the past (Beaumont et al., 1992; Tucker and Slingerland, 1994; will answer three main questions: Whipple, 2001; Willet et al., 2001), the effect of glacial abrasion has been neglected in most numerical models. The importance of i. Which temperature drop is needed to reproduce the glacial glacial abrasion, however, in high-mountain regions is evident from extent at the Last Glacial Maximum observed in the Rwenzori the field. The mechanisms controlling glacial abrasion, such as material Mountains? removed by friction through warm-based ice sheets, the development ii. If glacial, fluvial, and hillslope processes are active, to what of glacial features such as U-shaped valleys, glacial cirques, overdee- degree is the shape of the Rwenzori Mountains reduced by pending of valley profile, to name a few, are still actively discussed in these morphological processes? the literature (Hallet, 1979; Harbor et al., 1988; MacGregor et al., iii. Can we infer a long-term average tectonic uplift component 2000; Anderson et al., 2006; MacGregor et al., 2009). However, studies needed to keep the Rwenzori Mountains high enough to become on the long-term evolution of mountain landscapes at larger scale over repeatedly glaciated? periods of several ice-age cycles are scarce (Tomkin, 2003; Herman and Braun, 2008). We test the hypothesis of climate–tectonic interactions on the uplift In this study, we aim to quantify the effect of landscape evolution in of the Rwenzori Mountains with several model runs. (i) Steady-state high-mountain areas, including glacial, fluvial, and hillslope processes, landscape, no morphological processes: In a first set of models, we esti- as well as tectonic uplift. As case example we choose the Rwenzori mate the temperature drop needed during glacial periods to reproduce Mountains in equatorial Africa, a high-mountain ridge, which has an ice cap of several 100 km2 in size on top of the Rwenzori Mountains. (ii) Steady-state landscape, morphological processes: In the second set of models, we allow the landscape to evolve through morphological pro- ⁎ Corresponding author. fl E-mail addresses: [email protected] (G. Kaufmann), cesses such as uvial erosion and glacial abrasion to estimate the lower- [email protected] (D. Romanov). ing capacity of the mountain chain through these processes.
0169-555X/$ – see front matter © 2011 Elsevier B.V. All rights reserved. doi:10.1016/j.geomorph.2011.09.011 264 G. Kaufmann, D. Romanov / Geomorphology 138 (2012) 263–275
(iii) Uplifting landscape, morphological processes: In the third set of Table 1 models, we compensate the morphological processes through a tectonic Variables and reference model parameters. uplift component to estimate the uplift rate needed to keep the Description Symbol Unit Value Rwenzori Mountains at 5 km height. Eastern coordinate x m Input parameter The remainder of the paper is organized as follows: In Section 2,we Northern coordinate y m Input parameter describe the morphological processes included in the landscape evolu- Time t s Input parameter − 2 tion model ULTIMA THULE.InSection 3, we introduce the regional setting Grav. acceleration g ms 9.81 of the Rwenzori Mountains and discuss shape and climate, and we pre- Relief sent topography and climate data used for the present study. In Section Relief height h m Calculated
4, we discuss the results of the three sets of model runs introduced Bedrock height hB m Calculated above. In Section 5, we discuss and summarize our results. Sediment thickness hS m Calculated Ice thickness hI m Calculated Slope s – Calculated 2. Model Ice sheet − 3 We describe the processes controlling landscape evolution and Density of ice ρI kg m 910 fi 6 − 1 − 3 − 16 their implementation into the numerical model ULTIMA THULE. All Ice-deformation coef cient AD m yr N 2.5×10 fi 7 − 1 − 3 − 10 model parameter values, and their respective standard values, are Ice-sliding coef cient AS m yr N 1.9×10 Ice exponent n – 3 listed in Table 1. 2 − 1 Abrasion parameter κI m s Eq. (3) The model is based on a regular grid, on which the relief h(x,y,t) [m] is described as a function of space and time, with x [m] and y Hillslope processes fi κ′ 2 − 1 − [m] the eastward and northward coordinates, and t [s] the time. The Diffusion coef cient (bedrock) D m yr 0 1.5 2 − 1 Diffusion coefficient (sediment) κ′D m yr 10×κ′D for bedrock relief h(x,y,t) [m] is the sum of bedrock topography hB(x,y,t) [m], 2 − 1 Diffusion coefficient (ice) κ′D m yr 0 sediment thickness h (x,y,t) [m], ice thickness h (x,y,t) [m], and ver- S I Critical slope scrit – 1 tical flexural–isostatic displacement hF(x,y,t) [m]. The change in relief is then given by Fluvial processes Precipitation N ms− 1 Input parameter ∘ dhðÞ x; y; t ∂hxðÞ; y; t Temperature T C Input parameter ¼ Evapo-transpiration ET ms− 1 Eq. (8) ∂ − dt t uplift Runoff q m3 s 1 Eq. (7) 3 − 1 ∂hxðÞ; y; t Sediment load Q m s Calculated þ 3 − 1 ∂ Carrying capacity Qe m s Eq. (12) t hillslope fi κ – − Erosion coef cient R 0 0.01 ∂hxðÞ; y; t Channel width w m Eq. (10) þ ð1Þ Channel coefficient w s0.5 m− 0.5 0.1 ∂ r t fluvial 3 Length scale (bedrock) L m 100×10 ∂ ðÞ; ; Length scale (sediment) L m10×103 þ hxy t ∂ t glacial Glacial processes fi κ 1−m m− 1 − ∂hxðÞ; y; t Abrasion coef cient G m s 0 0.01 þ – ∂ Abrasion exponent m 1 t flexure Valley constriction β – Eq. (14)
Constriction coefficient κC m 1000 The numerical model predicts changes in the relief according to Isostatic processes Eq. (1) as well as the movement of sediment, ice, and water through − 3 Density of crust ρC kg m 2500 the landscape. The different processes will be discussed next. − 3 Density of mantle ρM kg m 3000 − 3 Density of sediment ρS kg m 1500 3 2.1. Ice sheet Thickness of elastic plate hplate m30×10 Shear modulus μ Pa 6.7×1010 ν – Depending on the climatic conditions, ice might be present on Poisson ratio 0.25 parts of the landscape. We apply the shallow-ice approximation (SIA) (e.g. Hutter, 1983), which assumes that the horizontal deriva- tives of the ice stress and the ice velocity are small compared to the [N m− 2] the ice-overburden pressure, and P [N m− 2] the water pres- vertical derivatives. The resulting diffusion equation reads: sure. We do not explicitly account for water flow at the base of the ice ∂ ðÞ; ; cap, thus we follow (Knap et al., 1996)and(Braun et al., 1999)and hI x y t ¼ ∇ ðÞþ; ; ðÞ; ; ; ð Þ ·FI x y t Mxy t 2 use the simplification N−P=0.8ρ gh .Thefirst equation of Eq. (3) ac- ∂t I I counts for the internal deformation of ice, the second one for the sliding with M [m s− 1] the mass-balance, which depends on the local climate, over the bedrock, when melting occurs along the bottom of the ice. 2 − 1 and FI [m s ] the vertically integrated ice-flux, which is the product of After solving for a possible ice cover, the following morphological pro- − 1 ice thickness hI [m] and ice velocity uI [m s ], FI =hIuI =κI ∇h cesses are considered. [m2 s− 1], and can be rewritten in terms of the non-linear ice-diffusion 2 − 1 coefficient κI [m s ]: 2.2. Tectonic uplift 8 n > ðÞρ n−1 <> 2 Ig nþ2 A possible tectonic uplift or subsidence component is considered A h ∇h ; − 1 κ ¼ n þ 2 I I ð Þ through an external uplift velocity U(x,y,t)[ms ], which mimics the I > n 3 > 1ðÞρ g nþ1 n−1 rock uplift: : I A h ∇h ; N−P I I 6 − 1 − 3 7 − 1 − 3 ∂hxðÞ; y; t with n the ice-sliding exponent, AI [m a N ]andAI [m a N ] ¼ UxðÞ; y; t ; ð4Þ − 3 ∂t ice-flow and ice-sliding coefficients, ρI [kg m ] the density of ice, N uplift G. Kaufmann, D. Romanov / Geomorphology 138 (2012) 263–275 265
3 − 1 With this simplified scenario we can assign any uplift signal coming with Q e(x,y,t)[m s ] the carrying capacity described below, and either from field evidence or a numerical model. However, at this stage L [m] a length scale, which can be different for erosion of bedrock or of landscape evolution and tectonic uplift are decoupled and not modeled sediments. The river width w [m] is proportional to the square root of consistently. the runoff, pffiffiffi ¼ ; ð Þ 2.3. Hillslope processes w wr q 10
0.5 − 0.5 Small-scale processes such as weathering, rock and mud slides, with wr [s m ] a river-width constant. The change in relief for and soil creep are parameterized by a mass flux, which is oriented sedimentation is given as downwards and is proportional to the local slope (Beaumont et al., 1992; Kooi and Beaumont, 1994; Tucker and Slingerland, 1994; ∂hxðÞ; y; t QxðÞ; y; t −Q ðÞx; y; t ¼ e ; ð11Þ ∂ ðÞ; Braun and Sambridge, 1997). Then, the change in relief by hillslope t fluvial Axy processes can be described by a diffusion equation − with Q(x,y,t)[m3 s 1] the actual sediment load of the river, and A(x,y) ∂hxðÞ; y; t 2 ¼ ∇·F ðÞx; y; t ; ð5Þ [m ] the area of the river element. The carrying capacity describes the ∂ D t hillslope maximum sediment load the river can hold in suspension. It depends on the local slope s(x,y,t)[−], the runoff q(x,y,t)[m3 s− 1], and an ero- 2 − 1 fl with FD [m s ] the vertically integrated hillslope-diffusion ux. The sion coefficient κR [−] describing the resistivity of the eroded material: vertically integrated hillslope diffusion-flux FD is the product of sedi- − 1 ðÞ; ; ¼ κ ðÞ; ; ðÞ; ; : ð Þ ment thickness hS [m] and sediment velocity uS [m s ], FD =hSuS = Q e x y t Rsxy t qxy t 12 2 − 1 κD ∇h [m s ] and can be rewritten in terms of the non-linear fi κ 2 − 1 hillslope-diffusion coef cient D [m s ]. Thus the river model allows for a possible disequilibrium between We account for the increase in hillslope diffusion for steeper actual sediment load and carrying capacity. slopes as described in (Roering et al., 1999; Roering et al., 2001)by using the non-linear form of the hillslope-diffusion coefficient: 2.5. Glacial processes κV κ ¼ D ; ð6Þ Several processes of glacial erosion can change the relief of a land- D sxðÞ; y; t 2 1− scape, such as chemical weathering, subglacial stream erosion, abrasion scrit by transported debris, or plucking. We employ a simple relation de- scribing abrasion, relating the abrasion to the basal velocity of the ice − κ′ 2 − 1 with s [ ] the slope and scrit a critical slope. Here, D [m s ]in stream (Hallet, 1979; Braun et al., 1999; Tomkin and Braun, 2002; Tom- κ′ − Eq. (6) for hard bedrock ( D)is0 1.5, that for softer sediment kin, 2010): cover is 10 times that for bedrock, and in glaciated areas the diffusion κ′ is zero ( D =0). ∂hxðÞ; y; t ¼ κ βu ðÞx; y; t m; ð13Þ ∂ G S t glacial 2.4. Fluvial processes 1−m m−1 With κG [m s ] the glacial coefficient describing the resistivity of On a larger scale, rivers and creeks are the most efficient way to re- − 1 the abraded bedrock, uS(x,y,t)[ms ] the sliding velocity of the over- move or deposit material. Here, we use a network of one-dimensional lying ice cap, and m apower–law exponent, set to m=1 in our model. rivers on the landscape, which collect the precipitation and channel As the SIA-method cannot correctly produce glacial landforms the water downstream. The parameterization of river incision is still de- such as U-shaped valleys, ice flow in narrow valleys has to be cor- bated in the literature (e.g. Kooi and Beaumont, 1994; van der Beek and rected. Here, we follow (Braun et al., 1999) and implement a valley Bishop, 2003). We have chosen the CASCADE algorithm to simulate the constriction factor β, which reduces the sliding velocity in steep river network (Braun and Sambridge, 1997), which allows for an explic- slopes. The formulation, originally from (Svennson, 1958), reads it calculation of the sediment load suspended in the water. 3 − 1 ! The runoff q(x,y,t)[m s ] is described as local recharge (precip- 2 −1 − − ∂ h itation N(x,y,t)[ms 1] minus evapo-transpiration ET(x,y,t)[ms 1]) β ¼ 1 þ κ B : ð14Þ C ∂n2 plus the water coming from the upstream catchment, qu(x,y,t) [m3 s− 1]:
Here, κC [m] is a parameter, and the second derivative is calculated ðÞ¼; ; ðÞðÞ; ; − ðÞ; ; ðÞþ; ðÞ; ; ; ð Þ qxy t Nxy t ET x y t Axy qu x y t 7 in the direction of ice flow, indicated by the normal direction n.
2 with A(x,y)[m ] the area of the element. Evapo-transpiration ET(x,y, 2.6. Isostatic processes t)[ms− 1] is parameterized according to The reaction of the lithosphere and the asthenosphere to the NxðÞ; y; t ETðÞ x; y; t ¼ sffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffið8Þ changing relief is modeled by a thin elastic plate overlying a viscous NxðÞ; y; t 2 0:9 þ ; substratum (Turcotte and Schubert, 1982), according to 300 þ 25TxðÞþ; y; t 0:05TxðÞ; y; t 3 ∇4 ðÞþ; ; ðÞρ −ρ ðÞ; ; D hF x y t M C ghF x y t − ∘ ð Þ with N(x,y,t)[ms 1] precipitation, and T(x,y,t)[C] temperature. 15 ¼ ρ gh½ þðÞþx; y; t h ðÞx; y; t ρ gh ðÞx; y; t ; The runoff then interacts with the substratum, either to remove or C B S I I to deposit material (Kooi and Beaumont, 1994; Braun and Sambridge, with D [N m] the elastic rigidity, defined as 1997). The change in relief for erosion is then given as