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<br />Pi". ,() r <br />lJ v . l.. . , <br /> <br />Page <br /> <br />Figure 115. Station 121, Neosho River near lola, Kans. . , , . <br />116, Station 122, Neosho River near Parsons, Kans, , <br />117, Station 123, Lightning Creek near McCune, Kans <br />118. Station 124, Labette Creek near Oswego, Kans. <br />119, Station q, Neosho River near Commerce Okla <br />120. Station r, Spring River near Waco, Mo . . . <br />121. Station s, Shoal Creek above Joplin, Mo , , <br />122, Station t, Spring River near Quapaw, Ok1a, <br /> <br />150 <br />151 <br />152 <br />153 <br />154 <br />155 <br />156 <br />157 <br /> <br />123. Expectancy of minimum unregulated flow for 120-day <br />period at stations on Smoky Hill River between <br />Elkader and Mentor, Kans. , . , , . . ' . . . , . , . 159 <br />124. Mean streamflow in Kansas. . . . . . , . , . , , . . , 162 <br />125. Lowest mean discharge for 12 consecutive months <br />expected to recur once in 2 years on the average <br /> <br />in Kansas. . , , . . , , , . . . . . , , , , , . , . , , , , , 163 <br />126, Lowest mean discharge for 120 consecutive days for <br />areas of 500 square miles expected to recur once <br />in 2 years on the average in Kansas, . . . , . , , , , 164 <br />127, Relation of drainage area to lowest mean discharge <br />for 120 consecutive days expected to recur once <br />in 2 years on the average. . , , , , , . , ' , , , , . . . 165 <br />128. Lowest mean discharge for 30 consecutive days for <br />500 square miles expected to recur once in 2 years <br />on the average in Kansas. . . . , . . , . . , . . . , , . 167 <br />129, Relation of drainage area to lowest mean discharge <br />for 30 consecutive days expected to recur once in <br />2 years on the average. . , , . . , . , , . . , . . , . , 168 <br />130. Lowest mean discharge for 7 consecutive days for <br />500 square miles expected to recur once in 2 years <br />on the average in Kansas, , . . . . . . , , , . . , , , , 169 <br />131. Relation of drainage area to lowest mean discharge <br />for 7 consecutive days expected to recur once in <br />2 years on the average , , . . . , , , , . , . , . . . , . 170 <br />132. Influence of size of basin on various types of flow in <br /> <br />Kansas. . . , . , . . . ... , , , , . , . . . , , . . , . . , . 171 <br />133. Relation of low-flow frequency values at an ungaged <br />site to those at a gaging station. . , . . , , , . . . , , , 174 <br /> <br />vii <br />