DOCSLIB.ORG

PART IV of Attachment a INTERIOR DRAINAGE HYDROLOGY

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
PART IV of Attachment a INTERIOR DRAINAGE HYDROLOGY PART IV of Attachment A INTERIOR DRAINAGE HYDROLOGY PART IV – INTERIOR DRAINAGE HYDROLOGY 1.0 Introduction ............................................................................................................................... 7 1.1 Study Area ....................................................................................................................... 7 1.2 Methodology .................................................................................................................... 7 1.3 Concurrent Flow Between Truckee River and Tributaries .............................................. 8 1.3.1 Interior Drainage Areas Behind Levees or Floodwalls ........................................ 8 1.3.2 North Truckee Drain Channel .............................................................................. 8 1.3.3 Steamboat Creek Channel .................................................................................... 9 1.3.4 Town of Lockwood and Long Valley Creek Channel ......................................... 9 1.3.5 Justification for Assumptions ..............................................................................10 1.4 References and Reports ....................................................................................................10 2.0 North Truckee Drain ................................................................................................................13 2.1 Study Area .......................................................................................................................13 2.2 Historical Floods ..............................................................................................................14 2.3 HEC-1 Models .................................................................................................................15 2.4 Flood Control Development ............................................................................................16 2.5 Runoff Model Development ............................................................................................16 2.5.1 Subbasin Delineation ...........................................................................................16 2.5.2 General Rainflood Storm Centered at Spanish Springs Dam ..............................16 a. 72-Hour General Rainflood ...........................................................................17 b. Depth-Area Reduction Factors .....................................................................23 c. Storm Centerings ...........................................................................................25 d. Rain-on-Snow ...............................................................................................25 2.5.3 Soil Loss Parameters ............................................................................................26 a. Soil type, Land Use, and Cover ....................................................................26 b. Green & Ampt Loss Parameters ...................................................................26 2.5.4 Hydrograph Development ....................................................................................28 2.5.5 Routing Parameters ..............................................................................................29 2.5.6 Special Facilities and Model Features .................................................................29 a. Diversions and Flow Splits ...........................................................................29 b. Detention Basins ...........................................................................................29 2.5.7 Model Verification ...............................................................................................30 2.5.8 Model Runs ..........................................................................................................30 2.6 Summary of Results .........................................................................................................32 2.7 Hydrology for Areas Behind Levees ...............................................................................32 2.7.1 3-Hour Cloudburst for Subbasins 404, 405, 410, 420, and 425...........................32 2.7.2 General Rain ........................................................................................................33 2.7.3 Depth-Area Reduction for Both Cloudburst and General Rain Storms ...............34 2.7.4 Results ..................................................................................................................34 3.0 Steamboat Creek ........................................................................................................................37 3.1 Study Area .......................................................................................................................37 3.2 Historical Floods ..............................................................................................................37 3.3 HEC-1 Models .................................................................................................................38 3.4 Subbasin Delineation .......................................................................................................38 3.5 General Rainflood ............................................................................................................38 3.6 Depth-Area Reduction Factors ........................................................................................39 2 3.7 Storm Centerings .............................................................................................................40 3.8 Snowmelt Analysis ..........................................................................................................41 3.9 Soil Loss and Land Use Parameters .................................................................................44 3.9.1 Soil Type, Land Use, and Cover ..........................................................................44 3.9.2 Green & Ampt Loss Parameters ..........................................................................45 3.10 Hydrograph Development ..............................................................................................46 3.11 Routing Parameters ........................................................................................................47 3.12 Model Verification .........................................................................................................48 3.13 Summary of Results .......................................................................................................50 4.0 Probable Maximum Flood for Huffaker Dam ........................................................................55 4.1 Introduction ......................................................................................................................55 4.2 Probable Maximum Precipitation (PMP) .........................................................................55 4.3 Snowmelt Contribution ....................................................................................................57 4.4 Washoe Lake Basin HEC-1 Model ..................................................................................58 4.5 Huffaker Hills HEC-1 Model...........................................................................................58 5.0 Hidden Valley Interior Drainage ..............................................................................................60 5.1 Introduction ......................................................................................................................60 5.2 General Rain Design Storm .............................................................................................60 5.3 HMS Model Components ................................................................................................61 5.4 Cloudburst Design Storm .................................................................................................61 6.0 South Side Meadows Reach near Airport Interior Drainage ................................................63 6.1 Introduction ......................................................................................................................63 6.2 Cloudburst Design Storm .................................................................................................63 6.3 General Rain Design Storm .............................................................................................63 6.4 HEC-1 Model ...................................................................................................................63 7.0 Interior Drainage behind Huffaker Dam ................................................................................65 7.1 Introduction ......................................................................................................................65 7.2 Cloudburst over Whites and Thomas Creeks...................................................................65 7.3 Cloudburst over Subbasins: 1301, 1306, and 1305 .........................................................67 7.4 General Rain for Interior Drainage behind Huffaker Dam ..............................................67 8.0 South Side of Downtown Reno .................................................................................................72 8.1 Introduction ......................................................................................................................72 8.2 Floodwall Upstream of Booth Street ...............................................................................72
Load more

Recommended publications
  • Electricity and Lightning-Cloudburst (Grofe)
    Electricity and lightning-Cloudburst (Grofe) Summary Students will connect the concept of positive and negative ions making lightning to the concept of lightning occurring in nature. The will use the music of Grofe' "Cloudburst" to aide the learning. Additional Core Ties Science - 5th Grade Standard 4 Objective 1 Time Frame 1 class periods of 45 minutes each Group Size Large Groups Life Skills Aesthetics, Thinking & Reasoning, Employability Materials A recording of "Cloudburst" from Grand Canyon Suite by Grofe'. Pictures of Grand Canyon Pictures of rainstorms and lightning Listening map http://www.minnesotaorchestra.org/education/curricula/musicnoisesilence/musicnoisesilence_part5.p df Background for Teachers The teacher should know the basic concepts of how lightning is formed.To put it simply, lightning is electricity. It forms in the strong up-and-down air currents inside tall dark cumulonimbus clouds as water droplets, hail, and ice crystals collide with one another. Scientists believe that these collisions build up charges of electricity in a cloud. The positive and negative electrical charges in the cloud separate from one another, the negative charges dropping to the lower part of the cloud and the positive charges staying ins the middle and upper parts. Positive electrical charges also build upon the ground below. When the difference in the charges becomes large enough, a flow of electricity moves from the cloud down to the ground or from one part of the cloud to another, or from one cloud to another cloud. In typical lightning these are down-flowing negative charges, and when the positive charges on the ground leap upward to meet them, the jagged downward path of the negative charges suddenly lights up with a brilliant flash of light.
    [Show full text]
  • Thunderstorm Terminology
    Thunderstorm Terminology Thunderstorm — Updraft — Downdraft Cold front — Cumulonimbus cloud Latent heat — Isolated thunderstorms Cloudburst — Precipitation — Hail Thunderstorm lightning, thunder, rain, and dense clouds; may include heavy rain, hail, and strong winds Updraft an upward flow of air Downdraft a downward flow of air Cold front leading edge of a mass of heavy, colder air that is advancing Cumulonimbus giant clouds piled on top of each other; top cloud spreads out in the shape of an anvil heat released when water vapor condenses; is Latent heat the main driving energy of thunderstorms Isolated short-lived storms with light winds; usually do thunderstorms not produce violent weather on the ground Cloudburst sudden and short-lived heavy rainfall that usually occurs in a small area any moisture that falls from clouds and Precipitation reaches the ground Hail balls of ice about .2 inch (5 mm) to 6 inches (15 cm) that sometimes accompany storms WriteBonnieRose.com 1 Thunderstorm Terminology Dry thunderstorm — Thunder — Lightning Bead lightning — Ball lightning — Microburst Multiple-cell storms — Supercell Mesocyclone — Tornado Dry thunderstorm a storm where all raindrops evaporate while falling and none reach the ground sound heard when lightning heats the air so Thunder strongly and quickly it produces shock waves Lightning discharge of electricity after electric charges on particles in clouds grow large enough Bead lightning infrequent; looks like a string of bright spots; also called chain lightning Ball lightning rare; looks
    [Show full text]
  • Rainfall Flooding in Urban Areas in the Context of Geomorphological Aspects
    geosciences Article Rainfall Flooding in Urban Areas in the Context of Geomorphological Aspects Tomasz Walczykiewicz * and Magdalena Skonieczna Institute of Meteorology and Water Management—National Research Institute, 01-673 Warsaw, Poland; [email protected] * Correspondence: [email protected] Received: 28 September 2020; Accepted: 10 November 2020; Published: 12 November 2020 Abstract: Flooding risk in urban areas is particularly high, due to the high population density and property values, including those of transport, residential, service and industrial infrastructure, among others. There are many reasons for flooding in urban areas; among them, direct heavy rainfall can cause special problems in risk management. In the case of random heavy rainfall, flood risk management can be supported by information about the morphology of the terrain and the degree of its sealing. In this study, we analyse methods for determining the risk of flooding in urban areas using digital terrain model (DTM) and geographic information system (GIS) tools. Predictors of precipitation floods in urban areas are defined, including the determination of flat areas, areas without outflow (non-drainage) and with large terrain height differences. The main source of information about historical rainfall floods relates to interventions by fire brigades, which constitute the basis for verifying the areas of occurrence of rainfall floods, as determined on the basis of morphological analysis of the area. Identifying the locations of rainfall flooding areas and developing accurate maps based on them are crucial for spatial planning and flood management at the local scale. Keywords: flood risk; cloudburst; urban flood hazard mapping 1. Introduction Geomorphological conditions have a significant impact on land development.
    [Show full text]
  • Appraisal of Hydro-Meteorological Factors During Extreme Precipitation Event: Case Study of Kedarnath Cloudburst, Uttarakhand, I
    Natural Hazards https://doi.org/10.1007/s11069-019-03829-4 ORIGINAL PAPER Appraisal of hydro‑meteorological factors during extreme precipitation event: case study of Kedarnath cloudburst, Uttarakhand, India Shailendra Pratap1 · Prashant K. Srivastava1 · Ashish Routray2 · Tanvir Islam3 · Rajesh Kumar Mall1 Received: 28 April 2016 / Accepted: 17 December 2019 © Springer Nature B.V. 2020 Abstract Flash food is an uncertain and most catastrophic disaster worldwide that causes socio-eco- nomic problems, devastation and loss of infrastructure. One of the major triggering factors of fash foods is the extreme events like cloudburst that causes fooding of area within a short span of time. Therefore, this study aims to understand the variations in hydro-mete- orological variables during the devastating Kedarnath cloudburst in the Uttarakhand, India. The hydro-meteorological variables were collected from the global satellites such as Mod- erate Resolution Imaging Spectroradiometer, Tropical Rainfall Measuring Mission, mod- elled datasets from Decision Support System for Agrotechnology Transfer and National Center for Environmental Prediction (NCEP). For the validation of satellite meteorological data, the NCEP Global analysis data were downscaled using Weather Research and Fore- casting model over the study area to achieve the meteorological variables’ information. The meteorological factors such as atmospheric pressure, atmospheric temperature, rainfall, cloud water content, cloud fraction, cloud particle radius, cloud mixing ratio, total cloud cover, wind speed, wind direction and relative humidity were studied during the cloud- burst, before as well as after the event. The outcomes of this study indicate that the vari- ability in hydro-meteorological variables over the Kedarnath had played a signifcant role in triggering the cloudburst in the area.
    [Show full text]
  • Dónal P. O'mathúna · Vilius Dranseika Bert Gordijn Editors
    Advancing Global Bioethics 11 Dónal P. O’Mathúna · Vilius Dranseika Bert Gordijn Editors Disasters: Core Concepts and Ethical Theories Advancing Global Bioethics Volume 11 Series editors Henk A.M.J. ten Have Duquesne University Pittsburgh, USA Bert Gordijn Institute of Ethics Dublin City University Dublin, Ireland The book series Global Bioethics provides a forum for normative analysis of a vast range of important new issues in bioethics from a truly global perspective and with a cross-cultural approach. The issues covered by the series include among other things sponsorship of research and education, scientific misconduct and research integrity, exploitation of research participants in resource-poor settings, brain drain and migration of healthcare workers, organ trafficking and transplant tourism, indigenous medicine, biodiversity, commodification of human tissue, benefit sharing, bio-industry and food, malnutrition and hunger, human rights, and climate change. More information about this series at http://www.springer.com/series/10420 Dónal P. O’Mathúna • Vilius Dranseika Bert Gordijn Editors Disasters: Core Concepts and Ethical Theories Editors Dónal P. O’Mathúna Vilius Dranseika School of Nursing and Human Sciences Vilnius University Dublin City University Vilnius, Lithuania Dublin, Ireland College of Nursing The Ohio State University Columbus, Ohio, USA Bert Gordijn Institute of Ethics Dublin City University Dublin, Ireland This publication is based upon work from COST Action IS1201, supported by COST (European Cooperation in Science and Technology). COST (European Cooperation in Science and Technology) is a funding agency for research and innovation networks - www.cost.eu. Our Actions help connect research initiatives across Europe and enable scientists to grow their ideas by sharing them with their peers.
    [Show full text]
  • Assessing the Determinants Facilitating Local Vulnerabilities
    University of Montana ScholarWorks at University of Montana Graduate Student Theses, Dissertations, & Professional Papers Graduate School 2014 Assessing the Determinants Facilitating Local Vulnerabilities and Adaptive Capacities to Climate Change Impacts in High Mountain Areas: A Case Study of Northern Ladakh, India Kimiko Nygaard Barrett The University of Montana Follow this and additional works at: https://scholarworks.umt.edu/etd Let us know how access to this document benefits ou.y Recommended Citation Barrett, Kimiko Nygaard, "Assessing the Determinants Facilitating Local Vulnerabilities and Adaptive Capacities to Climate Change Impacts in High Mountain Areas: A Case Study of Northern Ladakh, India" (2014). Graduate Student Theses, Dissertations, & Professional Papers. 4395. https://scholarworks.umt.edu/etd/4395 This Dissertation is brought to you for free and open access by the Graduate School at ScholarWorks at University of Montana. It has been accepted for inclusion in Graduate Student Theses, Dissertations, & Professional Papers by an authorized administrator of ScholarWorks at University of Montana. For more information, please contact [email protected]. ASSESSING THE DETERMINANTS FACILITATING LOCAL VULNERABILITIES AND ADAPTIVE CAPACITIES TO CLIMATE CHANGE IN HIGH MOUNTAIN ENVIRONMENTS: A CASE STUDY OF NORTHERN LADAKH, INDIA By KIMIKO NYGAARD BARRETT Master of Science, Earth Sciences – Montana State University, Bozeman, MT, 2008 Bachelor of Arts, Political Science – Montana State University, Bozeman, MT, 2006 PhD Dissertation presented in partial fulfillment of the requirements for the degree of Doctor of Philosophy in Forestry and Conservation Sciences The University of Montana Missoula, MT December 2014 Approved by: Sandy Ross, Dean of The Graduate School Graduate School Dr. Keith Bosak, Chair Society & Conservation Dr.
    [Show full text]
  • Numerical Simulation of an Intense Precipitation Event Over Rudraprayag in the Central Himalayas During 13–14 September 2012
    Numerical simulation of an intense precipitation event over Rudraprayag in the central Himalayas during 13–14 September 2012 A Chevuturi1, APDimri1,∗, SDas2, A Kumar3,4 and D Niyogi4 1School of Environmental Sciences, Jawaharlal Nehru University, New Delhi, India. 2India Meteorological Department, New Delhi, India. 3Earth System Science Interdisciplinary Center, University of Maryland, College Park, MD, USA. 4Purdue University, West Lafayette, Indiana, USA. ∗Corresponding author. e-mail: [email protected] A recent heavy precipitation event on 13 September 2012 and the associated landslide on 14 September 2012 is one of the most severe calamities that occurred over the Rudraprayag region in Uttarakhand, India. This heavy precipitation event is also emblematic of the natural hazards occuring in the Himalayan region. Study objectives are to present dynamical fields associated with this event, and understand the processes related to the severe storm event, using the Weather Research and Forecasting (WRF ver 3.4) model. A triple-nested WRF model is configured over the Uttarakhand region centered over Ukhimath (30◦30′N; 79◦15′E), where the heavy precipitation event is reported. Model simulation of the intense storm on 13 September 2012 is with parameterized and then with explicit convection are examined for the 3 km grid spacing domain. The event was better simulated without the consideration of convection parameterization for the innermost domain. The role of steep orography forcings is notable in rapid dynamical lifting as revealed by the positive vorticity and high reflectivity values and the intensification of the monsoonal storm. Incursion of moist air, in the lower levels, converges at the foothills of the mountains and rise along the orography to form the updraft zone of the storm.
    [Show full text]
  • Title Author(S)
    th 5 European Conference on Severe Storms 12 - 16 October 2009 - Landshut - GERMANY ECSS 2009 Abstracts by session ECSS 2009 - 5th European Conference on Severe Storms 12-16 October 2009 - Landshut – GERMANY List of the abstract accepted for presentation at the conference: O – Oral presentation P – Poster presentation Session 06: Numerical studies, e.g. of convective initiation, storm life cycles and phenomena Page Type Abstract Title Author(s) Explicit forecasting of supercells with the operational A. Seifert, M. Baldauf, C. O COSMO-DE Gebhardt, S. Theis Maritime convective initiation of the severe thunderstorm of J.-B. Cohuet, R. Romero, V. 161 O 4 October 2007 in Mallorca: numerical experiments Homar, V. Ducroq, C. Ramis Multi-decadal dynamical downscaling of tropical cyclones 163 O in East Asia using spectrally nudged regional climate F. Feser, H. von Storch models D. Mastrangelo, K. Horvath, M. Observational and numerical analysis of a heavy 165 O M. Miglietta, A. Moscatello, A. precipitation event over southern Italy Riccio An Analysis of numerically simulated mesovortices and 167 O A. D. Schenkman, M. Xue tornado-like vorticies in mesoscale convective system EnKF Analysis of the 29 May 2004 Oklahoma City T. E. Thompson, L. J. Wicker, D. 169 O Supercell using Rapid-Scan Phased Array Radar Data E. Forsyth, M. I. Biggerstaff Sensitivity of quantitative precipitation forecast to soil K. van Weverberg, N. P. M. van 171 O moisture initialization, microphysics parameterization Lipzig, L. Delobbe, D. Lauwaet and horizontal resolution A comparison of transient impinging jet and cooling source B. C. Vermeire, L. G. Orf, E. 173 P downburst models Savory B.
    [Show full text]
  • Content 1. Cloud Burst and Flash Flood 2. Avalanche and Glacial Lake Outburst Flood 3. Biological Disaster
    CONTENT 1. CLOUD BURST AND FLASH FLOOD 2. AVALANCHE AND GLACIAL LAKE OUTBURST FLOOD 3. BIOLOGICAL DISASTER WHAT IS A CLOUDBURST? A cloudburst is a sudden rainfall which can be quite unexpected, very abrupt, accompanied by hail and thunder. WHAT HAPPENS? It usually occurs in high altitude areas due to the formation of a low pressure area on the top of a mountain. The low pressure zone attracts clouds to the top of the mountain with great force. When they hit the peak, the moisture content is released in the form of rain. In some cloudbursts, up to 5 inches (almost 13 centimeters) of rain can fall in an hour, often in the form of extremely large droplets. All heavy rains are not necessarily cloudbursts. Because of the amount of rain involved, a cloudburst can be quite dangerous, especially if it lasts for several hours. Flooding is common with cloudbursts, sweeping away people, animals and land on its way. Often, these severe rainstorms appear in the summer, and in farming communities, they are sometimes welcomed, as a cloudburst can irrigate crops very thoroughly. WHAT IS A FLASH FLOOD? A flash flood is sudden flooding that occurs when floodwaters rise rapidly with no warning within several hours of an intense rain. They often occur after heavy rainfall, usually from a storm. WHA T HAPPENS? A flood results from days of heavy rain and / or melting snows, when rivers rise and go over their banks whereas flash flood is caused by excess water, usually from a storm. This usually happens downstream from the storm as heavy rains produce more water than the area can handle with nothing to block its buildup or soak it into the ground.
    [Show full text]
  • A Review of Atmospheric and Land Surface Processes with Emphasis on flood Generation in the Southern Himalayan Rivers
    Science of the Total Environment 556 (2016) 98–115 Contents lists available at ScienceDirect Science of the Total Environment journal homepage: www.elsevier.com/locate/scitotenv Review A review of atmospheric and land surface processes with emphasis on flood generation in the Southern Himalayan rivers A.P. Dimri a,⁎, R.J. Thayyen b, K. Kibler c,A.Stantond, S.K. Jain b,D.Tullosd, V.P. Singh e a School of Environmental Sciences, Jawaharlal Nehru University, New Delhi, India b National Institute of Hydrology, Roorkee, Uttarakhand, India c University of Central Florida, Orlando, FL, USA d Water Resources Engineering, Oregon State University, Corvallis, OR, USA e Department of Biological and Agricultural Engineering, and Zachry Department of Civil Engineering, Texas A & M University, College Station, TX, USA HIGHLIGHTS • Floods in the southern rim of the Indian Himalayas are a major cause of loss of life, property, crops, infrastructure, etc. • In the recent decade extreme precipitation events have led to numerous flash floods in and around the Himalayan region. Sporadic case-based studies have tried to explain the mechanisms causing the floods. • However, in some of the cases, the causative mechanisms have been elusive. • The present study provides an overview of mechanisms that lead to floods in and around the southern rim of the Indian Himalayas. article info abstract Article history: Floods in the southern rim of the Indian Himalayas are a major cause of loss of life, property, crops, infrastructure, Received 9 January 2016 etc. They have long term socio-economic impacts on the habitat living along/across the Himalayas. In the recent Received in revised form 29 February 2016 decade extreme precipitation events have led to numerous flash floods in and around the Himalayan region.
    [Show full text]
  • Observation- and Numerical-Analysis-Based Dynamics of the Uttarkashi Cloudburst
    Ann. Geophys., 33, 671–686, 2015 www.ann-geophys.net/33/671/2015/ doi:10.5194/angeo-33-671-2015 © Author(s) 2015. CC Attribution 3.0 License. Observation- and numerical-analysis-based dynamics of the Uttarkashi cloudburst C. Chaudhuri1, S. Tripathi1,2, R. Srivastava1, and A. Misra1 1Department of Civil Engineering, Indian Institute of Technology, Kanpur, India 2Centre for Environmental Science and Engineering, Indian Institute of Technology, Kanpur, India Correspondence to: C. Chaudhuri ([email protected]) Received: 26 November 2014 – Revised: 9 March 2015 – Accepted: 5 May 2015 – Published: 3 June 2015 Abstract. A Himalayan cloudburst event, which occurred on 1 Introduction 3 August 2012 in the Uttarkashi (30.73◦ N, 78.45◦ E) region of Uttarakhand, India, was analyzed. The near-surface atmo- spheric variables were analyzed to study the formation, evo- The interactions between the synoptic-scale circulation and lution, and triggering mechanisms of this cloudburst. In or- hydrological cycle at mountains are highly complex and non- der to improve upon the understanding provided by the ob- linear in nature (Maraun et al., 2010). Even a moderate servations, numerical simulations were performed using the amount of rain may cause severe events in hills, e.g., flash Weather Research and Forecasting (WRF) model, configured floods and landslides (Borga et al., 2014). A cloudburst, also with a single domain at 18 km resolution. The model was known as rain gush or rain gust, is an extreme form of precip- tuned using variation of different parameterizations (convec- itation in which a high intensity of rain falls over a localized tive, microphysical, boundary layer, radiation, and land sur- area (Das et al., 2006).
    [Show full text]
  • Lost Silent Feature Films
    List of 7200 Lost U.S. Silent Feature Films 1912-29 (last updated 11/16/16) Please note that this compilation is a work in progress, and updates will be posted here regularly. Each listing contains a hyperlink to its entry in our searchable database which features additional information on each title. The database lists approximately 11,000 silent features of four reels or more, and includes both lost films – 7200 as identified here – and approximately 3800 surviving titles of one reel or more. A film in which only a fragment, trailer, outtakes or stills survive is listed as a lost film, however “incomplete” films in which at least one full reel survives are not listed as lost. Please direct any questions or report any errors/suggested changes to Steve Leggett at [email protected] $1,000 Reward (1923) Adam And Evil (1927) $30,000 (1920) Adele (1919) $5,000 Reward (1918) Adopted Son, The (1917) $5,000,000 Counterfeiting Plot, The (1914) Adorable Deceiver , The (1926) 1915 World's Championship Series (1915) Adorable Savage, The (1920) 2 Girls Wanted (1927) Adventure In Hearts, An (1919) 23 1/2 Hours' Leave (1919) Adventure Shop, The (1919) 30 Below Zero (1926) Adventure (1925) 39 East (1920) Adventurer, The (1917) 40-Horse Hawkins (1924) Adventurer, The (1920) 40th Door, The (1924) Adventurer, The (1928) 45 Calibre War (1929) Adventures Of A Boy Scout, The (1915) 813 (1920) Adventures Of Buffalo Bill, The (1917) Abandonment, The (1916) Adventures Of Carol, The (1917) Abie's Imported Bride (1925) Adventures Of Kathlyn, The (1916) Ableminded Lady,
    [Show full text]