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Flood Plain Informaiton (Smoky hill River, Saline River, Dry creek Diversion) •Z s '. : :i Y Y ±I :: ; ii-..':'.... :',•.:'.1 ..t i.:: CCI-1-1 LU < 1) 1 .1 it.....: --'..'4'`'5. . '',.. , 1,,,,t• .''...''t, ' - . . a• > 4 < J V 1 11� �,�]4i (HHy] O� �� III 1' *'' f i g (J] f, Z W , a o �o+ C71 U IS' l J W - . rn 2 ' r. ( c'l o rg • Z •r■II '- ., ‘ 4. , . O 0.0 CZ , ,y,-..11,444.,,„!•1..,1,, , /-c: ,_,E , .. . 0 O 4 , ,, 0 +m0 i I ' 1, ,-.-4.1,`,.i.i.,. la": t . .. 6 ---.. ! FLOOD PLAIN INFORMATION SMOKY HILL RIVER SALINE RIVER DRY CREEK DIVERSION SALINA, KANSAS 7 ilk A _.r Cl j r, TABLE OF CONTENTS Page No. PREFACE i BACKGROUND INFORMATION 1 Settlement 1 The Streams and Their Valleys 2 Development in the Flood Plain 3 FLOOD SITUATION 5 Sources of Data and Records 5 Flood Season and Flood Characteristics 6 Factors Affecting Flooding and Its Impact 6 Obstructions to Floodflows 6 Flood Damage Reduction Measures 6 Other Factors and Their Impact 6 Flood warning and forecasting services 6 Flood fighting and emergency evacuation plans 8 PAST FLOODS 9 Summary of Historical Floods 9 Flood Records 9 Flood Descriptions 10 Flood of June 1938 10 Flood of October 1941 10 Flood of July 1951 10 Newspaper accounts 10 FUTURE FLOODS 15 Intermediate Regional Flood 15 Standard Project Flood 16 Frequency 16 Hazards of Large Floods 17 Flooded areas and flood damages 18 Obstructions 18 Velocities of flow 18 Rates of rise and duration of flooding 20 Photographs, future flood heights 21 GLOSSARY OF TERMS 23 a W NNXXA.4KA :'en 4 3 A(.fvru doe COPPOPOM ^ Nnlun. 4:„.._'."*.., .Nom-row u"rRR cm reP .` ro u( • _., o-f SAUNA \ '' 1 PIN nnf MTN MP KANSAS f�7 W • LOCATION fe V SCALP III erl(f + � � , 4.. !� . ' A . iiii). AiE;- 1--,_,-- le 1 . 4% ,‘,*-' --'''..1.1 -\, Illy, § ^'°" 1'- RAWYDRO A N 'WFORf Al.. 1111 . \lent STREET 1 1 20111 aWIS,\ U.S.G S GAGE I r • g 1 MUNICIPAL AIRPORT 6 I . , ---c) , ( _ .I / .017 RQA. LEGEND Study Reach covered by this report.___MIMI ` 1i� il?„ r m CisU CRY ` . Y' CORPS OF ENGINEERS, U.S.ARMY ...! KANSAS CITY DISTRICT AREA MAP • • SMOKY HILL RIVER,SALINE RIVER AND DRY CREEK - SALINA, KANSAS +-- - ------- -- - { S[W I A I Jonn 1972 A-15-225 ................... PL1TE NO.I PREFACE This report evaluates the hazards resulting from floods occurring on the Smoky Hill River, Saline River and Dry Creek as diverted in the Salina, Kansas, area. Although large floods have been experienced in the past from these streams, studies indicate that even larger floods are possible. Contents of the report include maps, profiles, and cross sections indicating the ap- proximate extent of flooding which could be expected in the future under existing condi- tions. Also, a glossary is included to assist in the understanding of unfamiliar terms used in the report. All available historical information, stream flow records, precipitation data and other technical data have been used in defining the size and occurrence of potential flooding in the Salina area. The information as presented is intended to be used as an aid in the identification of local flood problems and to promote the best use of lands subject to overflow. This information may also be used to appraise flood risk and help both gen- eral and special interest programs to avoid or reduce flood damages. It should be recog- nized that the flood hazards as presented are evaluated as of the date of this report. Spec- ial plans and recommendations for the solution of flood problems are not included as these are properly the responsibility of local government. However, this report provides the City of Salina a basis for study and planning to minimize vulnerability to flood damages. Use of flood plain regulations, zoning or subdivision regulations, flood proofing and construc- tion of additional flood protection works or a combination of these approaches may be im- plemented by planners to guide those who intend to use the flood plain. This report was prepared at the joint request of the City of Salina and the County of Saline through the Kansas Water Resources Board, under the continuing authority pro- vided by the Corps of Engineers in Section 206 of the 1960 Flood Control Act (Public Law 86-645) as amended. Plate 1, on the opposite page, shows the flood plain areas which are discussed in this report. This report supersedes that portion of the Flood Plain Informa- tion Report "Smoky Hill River, Kansas, Salina to the Mouth Near Junction City," dated May 1967, pertaining to flood plain lands in the vicinity of Salina, Kansas. Assistance and cooperation of the National Oceanic and Atmospheric Administra- tion (NOAA) National Weather Service, the U. S. Geological Survey, the Salina Journal, the Salina City offices, and private citizens in supplying useful data are appreciated. Copies of this report and information on its use are available from the Office of the Mayor of Salina, Kansas, the Saline County Commissioners and the Kansas Water Re- sources Board. Technical assistance to Federal, State and local agencies in the intrepreta- tion-of the information contained herein will be provided, upon request, by the Corps of Engineers, Kansas City District. _S;. -, ._.gym q i Yr' ; mo -"}.._ tY `y w. 4 ♦ .. -tr... '�L ) .. _ "...- " 4:P '°;' y-r..- • .J, w ,n •r '� A y...• ..e.g T ` _ �. u . .` le • Fig. 3 - Residential area. July 1951 flood. -." ;-;.. 46iiiii,..', ,- i,1 / an * lir ' it I 1 r f. — . — o x ' Fig. 4 - Intersection of N. Fourth and E. Hamilton. July 1951 flood. 14 FUTURE FLOODS Records show past flood events on the Smoky Hill River, Saline River and Dry Creek have been substantial , but by comparison much larger floods have occurred in nearby areas . Since the storms that produce these large floods on other streams could also occur in the Salina area, two examples of possible future floods, the Intermediate Regional Flood and the Standard Project Flood, are discussed. A flood the size of the Standard Project Flood repre- sents the practical upper limits of expected flooding, although it is meteorologically possible for still larger floods to occur. Those the size of the Intermediate Regional Flood represent floods that may be expected to occur more frequently, aathough they will not be as severe as the Standard Project Flood. Unfortunately, when data for the Intermediate Regional Flood or the Standard Project Flood are presented, many people tend to ignore them in the mistaken belief that they could not occur during their lifetime. Actually, the chance of a flood the size of, or greater than the Intermediate Regional Flood occurring in the next 25 years is greater than one in four. It is possible for such a flood to occur in successive years , even though the average over centuries would be only once in one hundred years . Intermediate Regional Flood The Intermediate Regional Flood is defined as a flood having an average frequency of occurrence on the order of once in 100 years , although the flood can occur in any year. Probability magnitudes of this type are usually developed from analysis of streamflow and precipitation records and the runoff characteristics of the stream basin. This method was employed in the analysis of the Smoky Hill and Saline Rivers. Unfortunately, there is no streamflow record on Dry Creek. Therefore, it was necessary to analyze precipitation and streamflow records of nearby basins 15 having hydrologic, meteorologic and physiographic characteristics similar to those of the Dry Creek Basin. Intermediate Regional Flood discharges under present conditions for the streams in the study area are; Smoky Hill River at Iron Avenue, 32,000 cubic feet per second; Saline River at U.S. Highway 81 (old) , 40,000 c.f.s . and for the mouth of Dry Creek 16,000 c.f.s. Standard Project Flood Severe as the maximum known flood may have been on any given stream, only in rare instances will it have reached what hydrologists regard as the maximum flood potential of the basin. The threat of flooding in excess of any past event must be re- cognized. The Corps of Engineers , in cooperation with the National Weather Service, has made broad and comprehensive studies based on the records of past floods and has evolved generalized procedures for estimating the flood potential of streams. These procedures have been used in determining the Standard Project Flood for the Smoky Hill River, Saline River and Dry Creek. This flood is de- fined as a large flood that can be expected from the most severe combination of meteorological and hydrological conditions that is considered reasonably characteristic of the geographical region involved. Standard Project Flood discharges under present con- ditions are: 73,400 c.f.s. for Smoky Hill River at Iron Avenue , 109,000 c.f.s. for Saline River at U.S. Highway 81 (old) , and 37,700 c.f.s. for the mouth of Dry Creek. Comparison of Standard Project Flood depths can be made by referring to the stream profiles as shown on Plate 20 and elevations listed in Table 3. Frequency For purposes of flood hazard evaluation peak flow fre- quency curves can be used to illustrate the relative magnitude of flooding which has been experienced and could reasonably be ex- pected in the future on all three streams. Values for the 25, 50, and 75-year floods at Salina are listed below: 16 Table 2. Peak Flows for 25, 50, and 75-Year Floods 25-Yr. Flood 50-Yr. Flood 75-Yr. Flood Stream Location (c.f.s . ) (c.f.s . ) (c.f.s .) Smoky Hill River Iron Avenue 15,000 22 ,000 27,500 U. S. Hwy. Saline River 81 (old) 18,500 27,000 35 ,000 Dry Creek Mouth 7,800 11 ,000 14,000 Floods larger than the Standard Project Flood are possible; however, the combination of factors that would be necessary to pro- duce such floods would seldom occur. Consideration of floods of this magnitude would be of great importance to potential developers of the flood plain, if possible damages indicate the need of ex- tremely high assurance that the flood risk be eliminated. Hazards of Large Floods The hazards to life , health, and property possible from a flood the size of the Intermediate Regional Flood inundating Salina's remaining unprotected flood plains is the concern of the entire community. Flood levels in unprotected areas would be much greater than any previously experienced. Floodwater flow- ing at high velocity and carrying floating debris would create conditions hazardous to persons and vehicles attempting to cross flooded areas. Generally, floodwater 3 or more feet deep and flowing at a velocity of 3 or more feet per second can easily sweep a person off his feet, thus creating definite danger of injury or drowning. Rapidly rising and swiftly flowing flood- water may trap persons in buildings that are ultimately destroyed, or in vehicles that are ultimately submerged. An Intermediate Regional Flood would inundate the sewage treatment facility, allowing floodwaters to become contaminated by sewage. Awareness of these hazards is of importance not only to those living in the flood plain, but to all in the community. 17 Flooded Areas and Flood Damage - The flood plains in the study area that would be inundated by the Intermediate Regional Flood and the Standard Project Flood are shown on Plates 4 through 18. An index map showing the general relationship of these areas is found on Plate 3. Limits of the flooded areas as shown on the plates were determined from the U. S. Geological Survey maps described previously. The actual limits may vary from those shown due to map limitations , contour intervals , and changes in surface contours since mapping completion. Depths of flooding at any point can be determined by subtracting the ground elevation from the water- surface elevation indicated on the profiles. The approximate ground elevation can be determined from information indicated by contours on the map. Accurate elevations can be obtained by leveling to nearby bench marks. Obstructions - Salina' s obstructive flood plain development described earlier will have an added serious significance during a large flood such as the Intermediate Regional Flood. Brush and debris washing downstream would reduce waterway openings by col- lecting on bridges , thus causing a damming effect. This damming effect, depending on the degree of clogging, could cause greater backwater depths with increased overbank flooding. Flood crests and pertinent elevations for the 20 bridges spanning the three water courses in the study area are listed in Table 3. For study purposes , it was assumed that limited clogging of waterway openings had occurred but that all bridge structures remained intact. Significant changes in these assumptions , imposed - by the varying conditions of future floods, could alter the flood crests and flood limits shown. Velocities of Flow - Water velocities during floods vary widely from place to place along the stream. Factors influencing the velo- city of flow include the size and shap of the available cross 18 r a) -p U) 0 > - 0 U) r In r- L S- LL. -I-) re £ RS in OO (') OCOC) if) r- LC) OID LCD MOLOCV CM LC) C000 C a) 4- C U 5- IONN ..,:fCIDr- MO Ql C00Cn 0 10 CV 10 10Cr- rO Ln 0 (CS a) U 0 C CV CV d-d- L0 LC) L.0 Or• r- r• NCV MM IOIOf- Y 4) •r, CV CV CV CV CV CV CV CV CV CV CV CV CV CV CV CV CV N CV N C E L n O r r r • b co S- (0 U) U) C1 C E s- .,- 4) r a.) N (0 > -a Cl) 0 = U) 0 _CI 4-) 0 • (0 (C) r - ,- •r LL +) a) 4-) U) 77 ca IOCOIDIOCV CO CV C1OO r• O101OM LC) CO LC) cc) if) ID S_ U) (E1 E (0 S- 01 01 CV L0 O O CD N. Lf) d d d LC) O r- CO - f- O CV U 4- •r S- C U O O r• r M d d d LC) O r r r CV CV CV Cr) Ln ID ID a) 0 N N N N N N N N N CV CV CV CV CV CV CV CV CV CV N C a) +) • r- r- r- L •r E C (7) al E r--r () Ln r--r ce -p C C 0 (U •r O1 u1 CV df. 0) Oldf. 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N- a) co U) __C as C1 U) O Q Q (0 0 (O (Cf (o U) U) (0 CU CO CO L) 7 •r CO -0 0 0 S- 0 0 CC 0 L/) 0 +-) 4-) 0 O 0 C U U) rr Ece •r +) U) -0 05 c CC (O 10 CC CC • CC • N S- V) > i.•r U) +) +) 0 0 L > d 0 >1 n Q O r• >l+-) >1 > Cl) Ln >, >,Z >l Z Ca Q Z (U 4-) 0 C 4- 0 +) (0 +) +) S- S_ +) 4-) 4-3 C F- C Ln +) C 3 C C > C C a) a) C C • C • 0 0 • = N 5_ O as V) O z +) +) m >l > >, r >l 0 •r 0 S- S- 06 0 5- O 0 C C 0 0 3 0 3 0 (-) M Z '-+ U = U CL. U Ur-rr-+ (-, US U = 002 000000000 Lf) CO crO C) OOO LOGO co U) .0 C70d01 01 f", 000IO � � d1. I00) N. N. r, co CO U) > +) • r- O = Lo N. N. 03 O) r- CO LC) O1 LO CV CV CV Cr) CO 00 O1 r r •r _0 0 0101010) 010000 19 sectional flow way, the condition of the stream channel , and the bed slope. Velocities generated by a flood of Intermediate Reg- ional Flood magnitude are generally lower than those associated with the proportionately larger Standard Project Flood, but would still pose a substantial risk. As an indication of the velocities which could be generated by these floods , Table 4 shows average values computed at selected locations in Salina. Table 4. Average Velocities at Selected Locations (feet per second) Intermediate Standard Regional Flood Project Flood Identification Channel Overbank Channel Overbank Smoky Hill River Missouri Pacific Railroad 11 .67 2.73 5.68 1 .34 Crawford Avenue 10.25 2.40 9.02 2.90 Magnolia Avenue 8.37 1 .29 10.40 2.43 Saline River Interstate 70 7.50 1 .65 6.56 1 .05 U. S. Highway 81 7.09 1 .24 8.54 1 .90 Dry Creek Ohio Avenue 10.89 - -- 3.53 0.71 Union Pacific Railroad 7. 75 - -- 9.22 1 .40 Rates of Rise and Duration of Flooding - The rate of rise and period of advance warning of possible flooding depend largely on the intensity and location of a flood producing storm over the basin. A flood of Standard Project Flood proportions on the Smoky Hill and Saline Rivers would reach its peak value in about 36 and 48 hours , respectively, rising at a rate of 0.8 and 0.7 feet per hour. The same flood on Dry Creek would reach its peak in about 24 hours ris- ing at a rate of 1 .3 feet per hour. The Smoky Hill and Saline Rivers Standard Project Flood would be out of banks for two and one- half and three and one-half days , respectively. The Dry Creek 20 Standard Project Flood would be out of banks for about one day. Photographs , future flood heights - Figures 5 through 7 show flood depths that would be reached by the Intermediate Regional Flood and Standard Project Flood on facilities pre- . sently existing within Salina' s flood plains. rimal win. , , i 11 r , P . STD. PROJ. FLOOD "'�pi ii INT. REG. FLOOD r ... Fig. 5 - Ramada Inn near Interstate 70. 21 P. ^� , STD. PROJ. FLOOD , '_ $...r. - ; _ is,.. �t, y M . l • INT. REG. FLOOD -----...-'-'- r ., , .„. , ,,,,,,tbt._ " Fig. 6 - Camp Webster aMilION NM MINIMINIMME1111111.11FAIN MN= ��MM■�■r NNE�∎=Ns mom malli• • �r ��r.ow�r. — 4, ...Maw lig IMmilMINIIIIIIN 1:-- MEI OM WWI er IMIIINIMIIIIMII, STD. PROJ. FLOOD . " r '��-wt...�'�✓` Imo...■\`� .,' .� r ° z art Fig. 7 - Salina municipal sewage treatment facility. 22 GLOSSARY OF TERMS Flood - An overflow of lands not normally covered by water. Floods have two essential characteristics : The inundation of land is temporary; and the land is adjacent to and inundated by overflow from a river or stream or an ocean, lake , or other body of standing water. Normally, a "flood" is considered as any temporary rise in streamflow or stage, but not the ponding of surface water, that results in significant adverse effects in the vicinity. Adverse effects may include damages from overflow of land areas , temporary backwater effects in sewers and local drainage channels , creation of unsanitary conditions or other unfavorable situations by deposi- tion of materials in stream channels during flood recessions , rise of ground water coincident with increased streamflow, and other problems. Flood Crest - The maximum stage or elevation reached by the waters of a flood at a given location - Flood Peak - The maximum instantaneous discharge of a flood at a given location. It usually occurs at or near the time of the flood crest. Flood Plain - The relatively flat area or low lands adjoining the channel of a river, stream or watercourse or ocean, lake, or other body of standing water, which has been or may be covered by floodwater. Flood Profile - A graph showing the relationship of water surface elevation to location , the latter generally expressed as distance above mouth for a stream of water flowing in an open channel . It is generally drawn to show surface elevation for the crest of a specific flood, but may be prepared for conditions at a given time or stage. 23 Flood Stage - The stage or elevation at which overflow of the natural banks of a stream or body of water begins in the reach or area in which the elevation is measured. Flow Line - The minimum stage or elevation at which flow occurs in a stream. Head Loss - The effect of obstructions , such as narrow bridge openings or buildings that limit the area through which wa- ter must flow, raising the surface of the water upstream from the obstructions. Intermediate Regional Flood - A flood having an average frequency of occurrence in the order of once in 100 years although the flood may occur in any year or even in successive years. It is based on statistical analyses of streamflow records available for the watershed and analyses of rainfall and runoff characteristics in the general region of the watershed. Left Bank - The bank on the left side of a river, stream, or watercourse, looking downstream. Low Steel (or Underclearance)- See "Underclearance. " Right Bank - The bank on the right side of a river, stream, or watercourse, looking downstream. Standard Project Flood - The flood that may be expected from the most severe combination of meterological and hydrological conditions that is considered reasonably characteristic of the geographical area in which the drainage basin is located , excluding extremely rare combinations. Such floods , as used by the Corps of Engineers , are intended as practicable expressions of the degree of protection that should be sought in the design of flood control works , the failure of which might be disastrous. 24 Underclearance - The lowest point of a bridge or other structure over or across a river, stream, or watercourse that limits the openings through which water flows. This is referred to as "low steel " in some regions. 25 .'"--L%1 ai3t-..NY..NKAN:A ,~ )g ' r:,lf 51 1 Ranm. I I, ,.fF. 4 .r `tip rr SALINA '_, \\.. \taivE W ' 4 1[ KANSAS i ,� .n LOCATION oir.....„ ‘,., ‘.... .„„ ) /10 AV O 3,0 o n 4• FCFIC Y l fi ..,...., \\ J/s s• •f '. / l , r i 1. aril �- „, ov----- .. : iii. $., 1�.�.>>. e i , r---_ �••”` vet-,.ipmpirmarrimil,___.__,' , • b �' 4 ,�v ! j// �f%"mac: T r u I K f ter el . i t(4, L� \ II I 1:}i ,, 1 1 i 3 1 ;his I r TAUT I 111, 41,,I rt. . isl \ iMUN•Vx4 AIDPORI J I X Ili 1 I Ir .,i. 15 /j( I�—� 'yam LEGEND '- A� I T Plata Ia Numbers _ _ ID rr�• ' ✓� tj. 0 • .ji 9� _a ^)` ,Jr `.9Q` /AU I B U. pe^'�6r✓, r-„1 J I J- 'i CORPS OF KANSAS INFERS, CTS.ARMY t 17 INDEX TO FLOODED AREAS 1 , , SMOKY HILL RIVER.SALINE RIVER AND DRY CREEK ~` SALINA. KANSAS : £!.Y aI low 1972 A-15-227 PLATE NO. 3 co , cv 0 E z LA-I a Et cv C a —3 1— 0 1-1-1 z >- W i .r• co -0 C - 0 0 c.) _i w 2 > ,,,.. 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